B-1 TENDER PAPERS - e-Tendering

15/1 

Dy.E.E. 

GOVERNMENT OF MAHARASHTRA 

PUBLIC WORKS REGION, MUMBAI. 

PUBLIC WORKS CIRCLE, RATNAGIRI. 

PUBLIC WORKS DIVISION, CHIPLUN 

B-1 

TENDER PAPERS 

e-Tendering System 

FOR THE WORK OF 

CONSTRUCTION OF MAJOR BRIDGE CONNECTING DAHIVALI TO 

SAWARDA RAILWAY STATION ON KAPASHI RIVER ON VR-113 AT 

KM. 0/950 IN TALUKA CHIPLUN DISTRICT RATNAGIRI. (UNDER 

NABARD RIDF-XVIII) 

Amount put to Tender. : Rs. 1,07,78,183/- 

Earnest Money Deposit. : Rs. 1,08,000/- 

http://pwd.maharashtra.etenders.in 

EXECUTIVE ENGINEER 

PUBLIC WORKS DIVISION, CHIPLUN 

Contractor No. of Corrections Executive Engineer

Dy.E.E. 

NAME OF WORK :- CONSTRUCTION OF MAJOR BRIDGE CONNECTING 

DAHIVALI TO SAWARDA RAILWAY STATION ON KAPASHI RIVER ON 

VR-113 AT KM. 0/950 IN TALUKA CHIPLUN DISTRICT RATNAGIRI. 

(UNDER NABARD RIDF-XVIII) 

INDEX 

Sr.No. DESCRIPTION PAGES 

From To 

1. General Information of contract 1 2 

2. Brief Tender Notice 3 4B) 

3. Detailed Tender Notice 5 38 

4. Scope of work & Method & Sequence of execution. 39 42 

5. Agreement Form B-1 43 76 

6. Additional instructions and Specifications. 77 120 

7. Quality Assurance and Maintenance. 121 122 

8. Price Variation Clause. 123 126 

9. Schedule „A‟ 127 128 

10. Additional conditions of Materials to be brought by 129 138 

Contractor. 

11. Schedule “B” 139 152 

12 Schedule “C” Specifications 153 172 

13. Model Form of Bank Guarantee Bond for Security 173 174 

Deposit. 

14. Annexure-A & B Quality Control Tests 175 178 

15. Declaration of Contractor 179 180 

16. Bar Chart 181 182 

17. Drawings 183 186 

Issued to _________________________________________________________ 

AS PER D.R./T.R. NO. ____________________ Dated :____________________ 

Sr. Divisional Accounts Officer 

To Executive Engineer 

Chiplun P.W. Division, Chiplun. 


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Dy.E.E. 


PUBLIC WORKS DEPARTMENT 

Original Agreement No. 

NAME OF WORK :- 

Name of Contractor 

Date of Receipt of Tender 

No. & Date of Work Order 

: B-1/ 

: CONSTRUCTION OF MAJOR BRIDGE 

CONNECTING DAHIVALI TO SAWARDA 

RAILWAY STATION ON KAPASHI 

RIVER ON VR-113 AT KM. 0/950 IN 

TALUKA CHIPLUN DISTRICT 

RATNAGIRI. (UNDER NABARD RIDF- 

XVIII). 

:___________________________________ 

: 19/08/2013 upto 17.30 hours. 

:___________________________________ 

Amount put to Tender : 1,07,78,183/- 

Percentage quoted 

Amount of Contract 

Date of commencement 

Time stipulated for completion of work 

Date of completion as per agreement 

Actual Date of Completion 

:___________________________________ 

:___________________________________ 

:___________________________________ 

: 18 (Eighteen) Calendar Months from the date 

of written order to start work, which will include 

the monsoon period. 

: __________________________________ 

: __________________________________ 

Reference to sanction of tender 

Extension of time limit 

: 1) ____________________________ 

2) ____________________________ 

3) ____________________________ 

Certified that this original Agreement contains : Pages 1 to ___ 

Fly Leaves _________________ Nos. 

Drawings __________________ Nos. 


2 

Dy.E.E. 

DETAILS OF WORK 


DAHIVALI TO SAWARDA RAILWAY STATION ON KAPASHI RIVER ON VR- 

113 AT KM. 0/950 IN TALUKA CHIPLUN DISTRICT RATNAGIRI. (UNDER 

NABARD RIDF-XVIII). 

Estimated Cost put to tender Rs. 1,07,78,183/- 

Earnest Money Rs. 1,08,000/- only. 

Term deposit Receipt of Schedule Bank / Nationalised Bank / Challan / State Bank of 

India Challan or Valid E.M.D. Exemption certificate duly attested shall be uploaded at the 

time of submission. Total Security Deposit 4% ( Four percent ) Rs. 4,32,000/- (50% in 

cash at the time of Agreement and 50% from R.A. bills). Time stipulated for completion is 

18 (Eighteen) Calendar Months which will include the monsoon period. 

TENDER SCHEDULE 

Cost of Tender Form : Rs. 5,000/- 

Period for Downloading Tender Forms 

: From 18/07/2013. at 10.00 Hrs. 

Upto 12/08/2013 at 17.30 hours. 

Date of Pre-bid meeting 

Last date and time for online bid preparation and 

hash submission ( technical and financial ) 

Date and time for online bid data decryption and 

Re-encryption ( technical and commercial ) 

Receipt of bid security, tender document fees, 

Affidavit, (in original) and only supporting 

Documents of Statement No. 2A, 2A1,2B Statement 

No. 1,2,3,4,5 (one day before of the opening of the 

Technical bid‟s date and time ) 

Registration Class of Contractor 

: 05/08/2013 at 11.00 hours in the 

Office of the Superintending Engineer 

(P.W.) Circle, Ratnagiri. 

: Date 16/08/2013 Time: 15.00 Hours 

: From 16/08/2013 Time : 17.31 hours 

To 19/08/2013 Time : 17.30 Hours 

: Upto 20/08/2013 Time : 17.30 Hours 

: Class IV th and above 

TO BE FILLED BY THE CONTRACTOR 

I/We have quoted my/our offer in percentage rate in words as well as in figures. I/We 

further undertake to enter into contract in regular „B-1‟ form in Public Works Department. 

Name and signature of contractor / 

Power of Attorney holder 

with complete address. 


3 

Dy.E.E. 

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Contractor No. of Corrections Executive Engineer 

4 

Dy.E.E. 

GOVT.OF MAHARASHTRA 

P.W. Division, Chiplun. 

Phone No. 02355/252806 

Web-www.mahapwd.com 

E-TENDER NOTICE NO. 15 FOR 2013-2014 

Sealed online B-1 e-tenders for the following works are invited by the Executive Engineer, 

P.W. Division, Chiplun from the contractors registered with the Government of Maharashtra in appropriate 

class. 

e- 

tend 

er 

wor 

k 

No. 

Name of Work 

1. Construction of maj.bridge 

connecting Dahiwali 

Shivdewadi to Sawarda 

Railway station on Kapashi 

river on VR.113 @ Km. 0/950 

in Tal. Chiplun, Dist. 

Ratnagiri 

Estimated 

Cost (Rs.) 

Lakhs 

Earnest 

Money 

(Rs.) 

Time 

Limit for 

completio 

n 

(Month) 

1,07,78,183/- 1,08,,000/- 18 

Including 

monsoon 

e-tender time table 

Cost of e- 

tender 

blank 

tender 

form fee 

Rs. in 

Cash 

B-1 

Rs. 5000/- 

1. Download Period of online Tender Dt.18/07/2013 at 10.00 a.m to 

Dt. 12/08/2013 at 17.30 p.m. 

2. Last date and time of online raising of In the office of the Superintending Engineer, P.W. Circle 

technical points for clarification (Pre-bid Ratnagiri on or before Dt. 05/08/2013 upto 11.00 a.m. 

meeting) 

3. Submit Hash to Create online Tender by Dt. 16/08/2013 at 15.00 p.m. 

Contractor (Technical and financial Bid last 

date and time) 

4. Period for online Super Hash generation Dt. 16/08/2013 upto 17.30 hrs. 

5. Period of online Decryption and Re- 

Dt. 16/08/2013 at 17.31 p.m to 

encryption for tender details by Contractor. 

6. Date of place for submission of Earnest 

Money in form of F.D.R OR attested 

Exemption Certificate copy and D.D. of 

Tender Form Fee in original, supporting 

documents in Envelope No.01 and affidavit in 

original as per tender condition no. 1.4.16 in 

Sealed Envelope. 

7. Place, Date and timing of opening Technicalbid 

and Financial bid. 

Dt. 19/08/2013 at 17.30 p.m. 

Dt. 20/08/2013 at 17.30 p.m in the office of the 

Superintending Engineer, P.W. Circle, Ratnagiri. 

Dt. 21/08/2013 at 11.00 a.m to 26/08/2013 at 17.30 p.m in 

the office of the Superintending Engineer, P.W. Circle, 

Ratnagiri. (if possible) 

Class of 

Contractor 

Class-4 and 

Above 

Note :- 

1. All eligible/interested contractors who want to participate in tendering process should compulsory get enrolled on 

e-tendering portal "http:/pwd.maharashtra.etenders.in" and further need to empaneled online on sup portal 

"http:pwd.maharashtra.etenders.in in the appropriate category applicable to them. 

2. Contractors details for difficulties in submission of online tenders if any. Sify technotigies Ltd. Nextenders (India) 

Pvt. Ltd. on 020-25315555/25315556 (Pune) or 022-26611117/26611287 (Extn. 25/26) 

3. It is compulsory for all participates to submit all document online. it is also compulsory to submit Earnest Money 

in the form of FDR in original as mentioned in tender documents or attested copy of EMD exemption certificate and 

affidavit in original as per tender condition no. 1.4.16 and supporting documents in Envelope No.01 as per tender 

schedule dates physically in the office mentioned in tender document. Failure to submit the above documents in time, 

envelope no.01 and 02 will not be opened. 

4. Other term and conditions displayed in online e-tender forms. Right to reject any or all online bid of work without 

assigning any reasons thereof is reserved. 

5. Above Tender Notice is displayed on P.W.D website www.mahapwd.com. 

No. CHD/AB/TC/007/C-4/ 

Office of the Executive Engineer, 

P.W. Division, Chiplun. 

Date :- 17/06/2013 

Executive Engineer, 

Chiplun P.W. Division Chiplun

4(A) 

Dy.E.E. 

4(B) 

Dy.E.E. 

E-Tendering Advertising 

Name of Division :- Executive Engineer, P.W.Division Chiplun 

E- Tendering inviting Notice No.- 15 For 2013.14 

B-1 Tender documents are invited from the licensed contractor 

registered in PWD Maharashtra for and on behalf of Executive Engineer 

P.W.Division Chiplun in B-1 form for the following work by the Executive 

Engineer; P.W.Division Chiplun. 

Description of Work- 

Construction of maj,bridge connecting Dahiwali Shivdewadi to 

Sawarda Railway station on Kapshi river on VR.113 @ Km. 0/950 in 

Tal. Chiplun, Dist.Ratnagiri. Est.Cost. Rs. 1,07,78,183/- (Cost of e- 

blank tender form fee Rs. 5000) 

Tender opening Date and Time- Dt. 21.08.2013 to 26.08.2013 (11.00 

A.m. to 17.30 P.M.) 

1. Tender document details are available on website main portal- 

“http://maharashtra.etenders.in” and PWD portal 

“pwd.maharashtra.etenders.in” 

The tenderer should confirm that they have submitted online all 

Tender documents, documents fees deposited in account of of 

Executive Engineer, P.W. Division Chiplun. 

2. Tenderer should submit their offer online. 

3. The tenderer should register on above portals for user ID, 

password to participate in tender process on above portal with 

class II/III Digital signature 

4. If any assistance is required regarding e-Tendering (upload or 

download) please contact Phone No 020-25315555/ 25315556, 

9167969601/04 e-tendering help desk, 

support.gom(at)nextenders.com 

Name of officer & Address - 

Executive Engineer, P.W.Division Chiplun, 

At Post Raotale Chiplun, Tal. Chiplun, Dist Ratnagiri 

NO/CHD/AB/TC/007/C-4/4732 Dt. 06.07.2013 

Fax No.- 02355 - 252806 

Telephone No.- 02355 – 252806 

Executive Engineer 

Chiplun P.W. Division Chiplun 


5 

Dy.E.E. 


PUBLIC WORKS DEPARTMENT 

INVITATION FOR TENDERS 

DETAILED TENDER NOTICE 





Online percentage rate tenders in 'B-1' Form are invited by the Executive Engineer, 

Chiplun (P.W.) Division, Chiplun for the following work from Contractors registered in 

appropriate class of the Public Works Department and Irrigation Department of 

Maharashtra State. The name of work, estimated cost, earnest money, security deposit, 

time limit for completion etc. are as under. 

Sr. 

Name of work 

Estimated 

Earnest 

Security 

Class of 

Time limit 

No. 

Cost 

Money 

Deposit 

Contractor 

in Tender 

(Rupees) 

(Rupees) 

(Rupees) 

(Calendar 

Months) 

1 CONSTRUCTION OF 

MAJOR BRIDGE 

CONNECTING 

DAHIVALI TO 

SAWARDA 

RAILWAY STATION 

ON KAPASHI RIVER 

ON VR-113 AT KM. 

0/950 IN TALUKA 

CHIPLUN DISTRICT 

RATNAGIRI. (UNDER 

NABARD RIDF- 

XVIII). 

1,07,78,183/- 1,08,000/- 4,32,000/- Class 

IV th 

And above 

18 

(Eighteen) 

Calendar 

Months 

(including 

Monsoon) 

Tender form, conditions of contract, specifications and contract drawings can be downloaded 

from the eTendering portal of Public Works Department, Government of Maharashtra i.e. 

https://pwd.maharashtra.etenders.in after entering the details payment of Rs. 5,000/- 

(Rupees Five thousand only.) in the form of DD / Pay Order of Scheduled or Nationalized 

Bank in favor of Executive Engineer, Chiplun P.W. Division, Chiplun as per the Tender 

Schedule. Further information regarding the work can be obtained from the above office. 


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Dy.E.E. 

The Tender Fee in the form of DD / Pay Order Drawn in the name of Executive Engineer, 

Chiplun P.W. Division, Chiplun EMD Receipt / Attested EMD Exemption certificate, 

Affidavit, supporting documents in Envelope No.1 should be submitted by Registered Post / 

Courier service in sealed covers addressed to the Superintending Engineer, Public Works 

Circle, Ratnagiri with the name of the work written at the top of the envelope will be 

received in the office of the Superintending Engineer, Public Works Circle, Ratnagiri 

(Phone:02352/222921) as per the Tender Schedule. Bids will be opened as per the Tender 

Schedule, in the presence of such intending Tenderers or his / their authorized representatives 

who may be present at that time. 

TENDERING PROCEDURE. 

1.1 A. Blank Tender Forms. 

Tender Forms can be downloaded from the eTendering portal of Public Works 

Department, Government of Maharashtra i.e. https://pwd.maharashtra.etenders.in after 

entering the details of payment towards Tender Fees as per the Tender Schedule. 

1.2 B PRE-TENDER CONFERENCE : 

1.2.1 Pre-tender conference open to all prospective tenderers who have purchased 

tender form before the date of Pre-tender Conference, will be held at 

RATNAGIRI on 05/08/2013 at 11.00 Hrs. in the office of the Superintending 

Engineer, Public Works Circle, Jaystambha Ratnagiri 415612 (Phone No. 

02352/222921) Fax No.222527 wherein prospective Tenderers will have an 

opportunity to obtain clarifications regarding the work and the Tender Conditions. 

1.2.2 The prospective tenderers are free to ask for any additional information or 

clarification either in writing or orally concerning the work, and the reply to the same 

will be given by the Superintending Engineer /Executive Engineer , and the same 

will be made available on eTendering portal on Public Works Department, 

Government of Maharashtra i.e. https://pwd.maharashtra.etenders.in and this 

clarification referred to as common set of conditions/deviations (C.S.D.), shall form 

part of tender documents and which will also be common and applicable to all 

tenderers. The point/points if any, raised in writing and/or verbally by the contractor 

in pre-tender conference and not finding place in C.S.D. issued after the pre- bid 

conference, is/are deemed rejected. In such case the provision in NIT shall prevail. No 

individual correspondence will be made thereafter with the contractor in this regards. 


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Dy.E.E. 

1.2.3 The tender submitted by the tenderer shall be based on the clarification, additional 

facility offered (if any) by the Department, and this tender shall be unconditional. 

Conditional tenders will be summarily REJECTED. 

1.2.4 All tenderers are cautioned that tenders containing any deviation from the contractual 

terms and conditions, specifications or other requirements and conditional tenders will 

be treated as non responsive. The tenderer should clearly mention in forwarding letter 

that his offer (in envelope No.1& 2) does not contain any condition, deviations from 

terms and conditions stipulated in the tender. 

1.2.5 Tenderers should have valid class II / III Digital Signature Certificate (DSC) obtained 

from any Certifying Authorities. In case of requirement of DSC, interested Bidders 

should go to https://maharashtra.etenders.in/mah/DigitalCerti.asp and follow the 

procedure mentioned in the document „Procedure for application of Digital 

Certificate‟. 

1.2.6 The Tenderers have to make a payment of Rs. 1038/- online as service charges for the 

use of Electronic Tendering during Online Bid Data Decryption and Re-encryption 

stage of the Tender. 

1.2.7 For any assistance on the use of Electronic Tendering System, the Users may call the 

below numbers : 

Landline No. - 020 – 2531 5555 / 56 

Mobile No. – 91679 69601 / 04 / 14 

Email ID suppot.gom@nextenders.com 

1.2.8 Tenderers should install the Mandatory Components available on the Home Page of 

https://maharashtra.etenders.in under the section „Mandatory Components‟ and 

make the necessary Browser Settings provided under section „Internet Explorer 

Settings‟. 


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Dy.E.E. 

1.3 Guidelines to Bidders on the operations of Electronic Tendering System of 

Public Works Department. 

http://pwd.maharashtra.etenders.in 

A. Pre-requisites to participate in the Tenders processed by PWD : 

1. Enrolment and Empanelment of Contractors on Electronic Tendering System : 

The Contractors interested in participating in the Tenders of Public Works 

Department process by using the Electronic Tendering System shall be required to 

enroll on the Electronic Tendering System to obtain user ID. 

After submission of application for enrolment on the System, the application 

information shall be verified by the authorized Representative of the Service Provider. 

If the information is found to be complete, the enrolment submitted by the Vendor 

shall be approved. 

For participating in Limited and Restricted tenders the registered vendors have to 

apply for empanelment on the sub-portal of PWD in an appropriate class of 

registration. The empanelment will have to be approved by the respective officer from 

the PWD. Only empanelled vendors will be allowed to participate in such tenders. 

The Contractors may obtain the necessary information on the process of enrolment 

and empanelment either from Helpdesk Support team or may visit the information 

published under the link Enroll under section E-Tendering Toolkit for Bidders on the 

Home page of the Electronic Tendering System. 

2. Obtaining a Digital Certificate : 

The Bid Data that is prepared online is required to be encrypted and the hash value of 

the Bid Data is required to be signed electronically using a Digital Certificate ( Class 

– II or Class – III ). This is required to maintain the security of the Bid Data and also 

to establish the identity of the Contractor transacting on the system. 


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Dy.E.E. 

The Digital Certificates are issued by an approved Certifying Authority Authorized by 

the Controller of Certifying Authorities of Government of India through their 

Authorized Representatives upon receipt of documents required to obtain a Digital 

Certificate. 

Bid data / information for a particular Tender may be submitted only using the Digital 

Certificate which is used to encrypt the data / information and sign the hash value 

during the Bid Preparation and Hash Submission stage. In case during the process of 

preparing and submitting a Bid for a particular Tender, the Contractor loses his/her 

Digital Signature Certificate (i.e. due to virus attack, hardware problem, operating 

system problem); he / she may not be able to submit the Bid online. Hence, the Users 

are advised to store his / her Digital Certificate securely and if possible, keep a backup 

at safe place under adequate security to be used in case of need. 

In case of online tendering, if the Digital Certificate issued to an Authorized User of a 

Partnership firm is used for signing and submitting a bid, it will be considered 

equivalent to a no objection certificate / power of attorney to that User to submit the 

bid on behalf of the partnership Firm. The Partnership Firm has to authorize a specific 

individual via an authorization certificate signed by a partner of the firm (and in case 

the applicant is a partner, another partner in the same form is required to authorize.) to 

use the digital certificate as per Indian Information Technology Act. 2000. 

Unless the Digital Certificate is revoked it will be assumed to represent adequate 

authority of the Authority User to bid on behalf of the Firm for the Tenders processed 

on the Electronic Tender Management System of Government of Maharashtra as per 

Indian Information Technology Act 2000. The Digital Signature of this Authorized 

user will be binding on the Firm. It shall be the responsibility of partners of the firm to 

inform the certifying Authority or Sub Certifying Authority, if the Authorized User 

changes, and apply for a fresh Digital Signature Certificate. The procedure for 

application of a Digital Signature Certificate will remain the same for the new 

Authorized User. 


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Dy.E.E. 

The same procedure holds true for the Authorized Users in a Private / Public Limited 

Company. In this case, the Authorization Certificate will have to be signed by the 

Director of the Company or the Reporting Authority of the Applicant. 

For information of the Process of application for obtaining Digital Certificate, the 

Contractors may visit the section Digital Certificate on the Home Page of the 

Electronic Tendering System. 

3. Recommended Hardware and Internet Connectivity : 

To operate on the Electronic Tendering System, the Contractors are recommended to 

use computer System with at least 1 GB of RAM and broadband connectivity with 

minimum 512 kbps bandwidth. 

4. Set up of Computer System for executing the operations on the Electronic 

Tendering System : 

To operate on the Electronic Tendering System of Government of Maharashtra, the 

Computer System of the Contractors is required be set up. The Contractors are 

required to install Utilities available under the section Mandatory Installation 

Components on the Home Page of the System. 

The utilities are available for download freely from the above mentioned section. The 

Contractors are requested to refer to the E-Tendering Toolkit for Bidders available 

online on the Home Page to understand the process of setting up the system. Or 

alternatively, contact the Helpdesk support Team on information / guidance on the 

process of setting up the System. 

5. Payment for Service Provider Fees : 

In addition to the Tender Document Fees payable to Public Works Department, 

Government of Maharashtra, the Contractors will have to pay Service Providers Fees 

of Rs. 1,038/- through online payments gateway service available on Electronic 

Tendering System For the list of options for making online payments, the Contractors 

are advised to visit the link E-Payment Options under the section E-Tendering Toolkit 

for Bidders on the Home Page of the Electronic Tendering System. 


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B. Steps to be followed by Contractors to participate in the e-Tenders processed by 

PWD. 

1. Preparation of online Briefcase 

All Contractors enrolled on the Electronic Tendering System of Government of 

Maharashtra are provided with dedicated briefcase facility to store documents / files 

in digital format. The Contractors can use the online briefcase to store their scanned 

copies of frequently used documents / files to be submitted as a part of their bid 

response. The Contractors are advised to store the relevant documents in the briefcase 

before starting the Bid Preparation and submission stage. 

In Case, the Contractors have multiple documents under the same type (e.g. multiple 

Work Completion Certificates) as mentioned above, the Contractors advised to either 

create a single pdf file of all the documents of same type or compress the documents 

in a single compressed file in .zip or .rar formats and upload the same. 

It is mandatory to upload the documents using the briefcase facility. Therefore, the 

Contractors are advised to Keep the documents ready in the briefcase to ensure timely 

bid preparation. 

Note : Uploading of documents in the briefcase does not mean that the documents are 

available to PWD at the time of tender Opening stage unless the documents are 

specifically attached to the bid during the online Bid Preparation and Hash 

Submission stage as well as during Decryption and Re-encryption stage. 

2. Online viewing of Detailed Notice Inviting Tenders : 

The Contractors can view the Detailed Tender Notice along with the Time Schedule 

(Key Dates) for all the Live Tenders released by PWD on the home page of PWD e- 

Tendering Portal on http://pwd.maharashtra.etenders.in under the section Recent 

Online Tender. 

3. Download of Tender Documents : 

The Pre-qualification / Main Bidding Documents are available for free downloading. 

However to participate in the online tender, the bidder must purchase the bidding 

documents online by filling up details of Demand Draft towards the cost of tender 

form fee. 


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Dy.E.E. 

4. Online Bid Preparation and submission of bid Hash (seal) of Bids 

Submission of Bids will be preceded by online bid preparation and submission of the 

digitally signed Bid Hashes (Seals) within the Tender Time Schedule (Key dates) 

published in the Detailed Notice Inviting Tender. The Bid Data is to be prepared in 

the templates provided by the Tendering Authority of PWD. The templates may be 

either form based, extensible tables and / or uploadable documents. In the form based 

type of templates and extensible table type of templates, the Contractors are required 

to enter the data and encrypt the data using the Digital Certificate. 

In case Uploadable document type of templates, the Contractors are required to select 

the relevant document / compressed file (containing multiple documents) already 

uploaded in the briefcase. 

Notes : 

a. The Contractors upload a single documents or a compressed file containing 

multiple documents against each unloadable option. 

b. The Hashes are the thumbprint of electronic data and are based on one – way 

algorithm. The Hashes establish the unique identity of Bid Data. 

c. The Bid hash values are digitally signed using valid class – II or Class – III 

Digital Certificate issued any Certifying Authority. The Contractors are required to 

obtain Digital Certificate in advance. 

d. After the hash value of bid is generated, the Contractors cannot make any 

change / addition in its bid data. The bidder may modify bids before the deadline for 

Bid Preparation and Hash Submission as per Time Schedule mentioned in the Tender 

documents. 

e. This stage will be applicable during both. Pre-bid / Pre-qualification and 

Financial Bidding Processes. 

5. Close for Bidding (Generation of super Hash Values) : 

After the expiry of the cut- off time of Bid Preparation and Hash Submission stage to 

be completed by the Contractors has lapsed, the Tender will be closed by the Tender 

Authority. 

The Tender Authority from PWD shall generate and digitally sign the Super Hash 

values (Seals) 


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Dy.E.E. 

6. Decryption and Re-encryption of bids (submitting the Bids online) : 

After the time for generation of super hash values by the Tender Authority from PWD 

has lapsed, the Contractors have to make the online payment of Rs. 1038/- towards 

the fees of the Service Provider. 

After making online payment towards fees of Services provider, the Contractors are 

required to decrypt their bid data using their Digital Certificate and immediately reencrypt 

their bid data using the public key of the Tendering Authority. The Public 

Key of the Tendering Authority is attached to the Tender during the Close for Bidding 

stage. 

Note: The details of the Processing Fees shall be verified and matched during the 

Technical Opening stage. 

At this time the Contractors are also required to upload the files for which they 

generated the Hash values during the Bid Preparation and Hash Submission Stage. 

The Bid Data and Documents of only those Contractors who have submitted their Bid 

Hashes (Seals) Within the stipulated time (as per the Tender Time Schedule), will be 

available for decryption and re-encryption and to upload the relevant documents from 

Briefcase. A Contractor who has not submitted his Bid Preparation and Hash 

Submission stage within the stipulated time will not be allowed to decrypt / re-encrypt 

the bid data / submit documents during the stage of decryption and Re-encryption of 

bids (submitting the bids online). 

7. Short listing of Contractors for Financial Bidding Process : 

The Tendering Authority will first open the Technical Bid documents of all 

Contractors and after scrutinizing these documents will shortlist the Contractors who 

are eligible for Financial Bidding Process. The short listed Contractors will be 

intimated by email. 

8. Opening of the Financial Bids : 

The Contractors may remain present in the office of the Tender Opening Authority at 

the time of opening of Financial Bids. However, the results of the Financial Bids of 

all Contractors shall be available on the PWD e-Tendering Portal immediately after 

the completion of opening process. 


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Dy.E.E. 

9. Tender Schedule ( Key Dates ) : 

The Contractors are strictly advised to follow the Dates and Times allocated to each 

stage under the column “Contractor Stage” as indicated in the Time Schedule in the 

Detailed tender Notice for the Tender. All the online activities are time tracked and 

the electronic Tendering System enforces time-locks that ensure that no activity or 

transaction can take place outside the Start and End Dates and time of the stage as 

defined in the Tender Schedule. 

At the sole discretion of the tender Authority, the time schedule of the Tender stages 

may be extended. 

1.4 Manner of Submission of Tender and its Accompaniments : 

ENVELOPE NO.1 : (Documents) 

A) The following documents shall be submitted online in “Envelope No.1”: 

1.4.1 Scan copy of tender form fee DD 

1.4.2 Scan copy of Government treasury challan or Term Deposit Receipt valid for a 

period of one year from any Schedule Bank or Nationalized Bank for the amount of 

earnest money, or valid certificate of exemption for payment of earnest money of the 

value of Rs. 2.00 lakhs, if applicable (true copy attested by a Gazetted Officer to be 

submitted as per tender schedule) 

1.4.3 Scan copy of Valid certificate as a Registered Contractor with the Government of 

Maharashtra in appropriate class as may be applicable in original or attested copy 

thereof (Attested by a Gazetted Officer) 

1.4.4 Scan copy of Sales Tax Registration Certificate in Form II, Rule 4(1) as provided by 

Maharashtra State, Sales Tax Act., (Maharashtra Act No.XXVI of 1989. The 

Maharashtra Sales Tax on transfer of property in Goods involved in execution of 

works contract (Re-enacted Act, 1989) from the Sales Tax Department of 

Maharashtra State, (in original or a copy duly attested by a Gazetted Officer.) 

And/OR 

Scan copy of a valid VAT registration certificate and VAT clearance certificate from 

Maharashtra State Sale Tax Department thereof duly attested by the Gazetted Officer. 

(Maharashtra Value Added Tax Act 2005) 


15 

Dy.E.E. 

1.4.5 Scan copy of Abstract of list of Machinery and plants immediately available with the 

tenderer for use on this work and list of machinery proposed to be utilized on this 

work, but not immediately available and the manner in which it is proposed to be 

procured. (information to be given in Statement 2A , 2A1 and 2B on page No. 

29 to 31 ) 

1.4.6 Scan copy of Proof of appointment of employees by way of valid Professional Tax 

Registration certificate in form PT/R/ under section (I) of section 5 of Maharashtra 

Sales Tax on Profession, Trade, Callings and employment Act,1975, rule 3(2) from 

the Professional Tax Officer of the concerned District in Maharashtra. 

1.4.7 USE OF SPECIALISED MACHINERY. 

i) For carrying out Earthwork, Asphalting and Concreting items of the work, use 

of specialized machinery as per latest M.O.R.T. & H standards list of machineries 

shown in the format as given on Page 28 to 31. It is necessary for the contractor to 

submit the abstract in statement 2A , 2A1 and 2B of such machinery in Envelope 

No.1 in the format as given on Page 29 to 31. 

ii) Scan copy of the Certificate of concerned Sub. Divisional Officer/Engineer (E.G.S. 

(P.W.) Sub Division, CHIPLUN) to the effect that the Plant to site of work (farthest point) 

by the shortest practicable route does not exceed 60 minutes . 

iii) Scan copy of Valid inspection certificate for Modern drum mix plant, Sensor Paver 

Finisher/Paver Finisher, Vibratory Roller/Power Roller, Mechanical Sprayer issued by 

Assistant Chief Engineer (Mechanical) that machinery is as per MORT & H Specifications. 

1.4.8 Scan copy of Abstract of work done during last three years with the value of work 

unfinished. (Information to be given in Statement No.1 on Page No.27.) 

1.4.9 Scan copy of Abstract of work of similar type and magnitude during last three years 

carried out by the contractor. (Information to be given in proforma of Statement No.2 

on Page 28) 

The Certificates of S.R. No.1.4.8 and 1.4.9 should be signed by the Authority with 

whom the contractor has executed the work. 


16 

Dy.E.E. 

Tender costing below 1 Crore Tender costing Above 1 crore 

(For Qualifying Criteria) 

Similar type & magnitude 1) Satisfactorily completed as a prime contractor 

at least one similar work during last three 

years of value not less than Rs 34.00 lakhs 

(Rupees Thirty four lakhs) at the price level of 

2012- 2013. 

2) Scan copy of minimum quantities of work 

satisfactorily executed in any one year. 

(Information to be given only in Statement 

No.5 on Page 34) (As per detailed in 

1.4.15(b)) 

3) Scan copy of Bid capacity statement 

certified by Chartered Accountant. (As per 

detailed in 1.4.15(c)) 

1.4.10 Scan copy of Abstract of works in hand and works tendered for. 

(Information to be given in proforma of Statement No.3 on Page 32) 

1.4.11 Scan copy of Abstract of Technical Personnel on the rolls of the tenderer. 

(Information to be given in proforma of Statement No.4 on Page 33) 

1.4.12 Scan copy of Undertaking of contractor that he had studied all tender documents, 

conditions and especially work methodology. 

1.4.13 Scan copy of Tentative program of work in the form of Bar Chart shall be submitted. 

All the documents from Sr. No. 1.4.1 to 1.4.13 shall be correctly and completely 

submitted by contractor online, otherwise his Envelope No.2 will not be opened. 

B) The following documents shall be submitted by the contractor in sealed Envelop 

manually as per detailed in tender Notice. 

1) Tender Fee in the form of original D.D. 

2) Term Deposit Receipt valid for a period of one year from any Schedule Bank or 

Nationalized Bank for the amount of earnest money, or valid certificate of exemption 

(As per condition 1.4.2) 

3) All the Supporting Documents of work done certificates during last three years of 

concern department signed by competent authority whom the contractor has executed 

the work (As per condition 1.4.8) 


17 

Dy.E.E. 

4) All the Supporting Documents of similar type of work and magnitude carried out by 

contractor of concern department signed by competent authority whom the contractor 

has executed the work (As per condition 1.4.9) 

5) All the Supporting Documents of work in hand and work tendered for of concern 

department signed by competent authority whom the contractor has executed the 

work (As per condition 1.4.10) 

6) Details of list of technical personal (project Manager having minimum qualification 

of B.E. (Civil) degree and not less than five years‟ experience or Diploma in civil 

engineering with not less than eight years of experience in construction of similar 

work and two site engineers with either B.E. (civil) degree with minimum 3 years‟ 

experience or Diploma in civil engineering with five years‟ experience on works of 

Similar nature) and other key personnel as rolls of tenderer with adequate experience 

exclusively for this works as required. (As per condition 1.4.11) 

7) All the Supporting Documents of proof of list of machinery as per Statement No 2A 

and 2A1 ( as per condition 1.4.5 & 1.4.7) 

a) With a view to ascertain, whether these machinery is in possession of the 

contractor and whether he can make available such machinery immediately for use 

on the work, The details of machinery as above, shall be verified by the Department, 

if required, by physical verification of machinery owned or hired by the 

contractor, by visiting sites. Contractor should produce sufficient documentary 

evidence regarding ownership machinery in support of having owned or hired the 

obligatory machinery. The details of these specialized machinery required to be 

owned or hired and as per M.O.R.T. & H direction used on the work are given on 

Page 29 to 31 (Statement 2A, 2A1 & 2B) of N.I.T. In case, during physical 

verification of the details supplied by the bidder if it is found that the machinery is 

not meeting with the requirements of the Department, his tender in Envelope 

No.2 will not be considered for opening. For this purpose, contractor shall give 

information in proforma of Statement No.2 „A‟, 2A1 & 2B (Page 29 to 31) 

enclosed. The proforma of the Statement shall not be altered by contractor in any 

manner/case. 


18 

Dy.E.E. 

a) The Certificate of concerned Sub. Divisional Officer/Engineer (E.G.S. (P.W.) 

Sub Division, CHIPLUN) to the effect that the Plant to site of work (farthest 

point) by the shortest practicable route does not exceed 60 minutes will be final 

and conclusive. This certificate has to be submitted manually, failing which it will 

be presumed that the Bidder‟s Plant does not fulfill the criteria of Plant to farthest 

point distance being within 60 minutes. 

b) Contractor should attached Valid inspection certificate for Modern drum mix plant, 

Sensor Paver Finisher/Paver Finisher, Vibratory Roller/Power Roller, Mechanical 

Sprayer issued by Assistant Chief Engineer (Mechanical) that machinery is as per 

MORT & H Specifications. 

The Contractor shall submit an affidavit in original (as per proforma given in page No. 

35) to the tender accepting authority on the due date as per tender schedule regarding 

availability of owned or hired machinery manually duly Notarified. Affidavit not 

conforming to the contents in the prescribed format, will not be accepted and Envelope 

No.2 will not be opened. 

This information shall be given by the contractor in Envelope No.1 correctly and 

completely in the statement No.2(„A‟1) with reference of page No. otherwise his 

Envelope No.2 will not be opened. 

1.4.14 Certified copy of Registration of Partnership Deed and Power of Attorney or copy of 

Company Registration from the Competent Authority in case of a firm tendering for 

work, Power of attorney shall be submitted. (True copy attested by a Gazetted 

Officer.) 

1.4.15 QUALIFYING CRITERIA 

(a) 

(b) 

To qualify for award of the contract, each tenderer in his name should have achieved 

an average annual financial turnover (in all classes of civil engineering construction 

works only.) of Rs. 81.00 lakhs (Rupees Eighty one lakhs only) during last three 

years at the price level of 2012-2013. 

Satisfactorily executed in any one year, the following minimum quantities of work 

(Information to be given manually in sealed Envelope only in Statement No.5 

enclosed herewith on Page 34. 


19 

Dy.E.E. 

For bridge 

1 Plain and R.C.C. concrete 291.00 Cubic metre 

2 H.Y.S.D. Steel 15.00 Metric tonne 

Note 1 : Financial turnover and cost of completed works of previous year shall be 

given linear weightage of 10% per year on Rupee value to bring them at 2012-2013 price 

value. 

Note 2 : The necessary certificate as mentioned in qualification criteria are required to 

be obtained from the officer not below the rank of Executive Engineer / Divisional 

Accounts Officer. A copy of these certificate duly attested by a Gazetted Officer not below 

the rank of Deputy Engineer of P.W. Department, along with availability of equipment‟s 

for this work as mentioned in Sr. No. 1.4.5 shall be Submitted manually in Envelope No.1. 

In absence of these certificates Envelope No.2 (Financial Bid) shall not be opened. 

Note 3 : Signature of the officer checking / issuing requisite certificate should bear the 

name of the concerned officer. 

Note 4 : Statement No. 1 to 5 on Pages (27) to (34) 

All these statements shall be filled in and signed properly. If these Forms are found 

incomplete, incorrect, kept blank or wrongly filled, Contractor‟s Envelope No.2 (financial 

bid) will not be opened and his offer will be summarily rejected. 

Note 5 : The abstract of information in Statement No.1 on page (27) (Form showing 

work done in all classes of civil engineering construction works during last three years) shall 

be given in Statement No.1 in the proforma enclosed on page No.(27) 

The abstracted Statement (1 on page No.27) need to be signed by the tenderer or holder of his 

power of attorney. 

(c) Bidders who meet the minimum qualification criteria will be qualified only if their 

available bid capacity is more than the total bid value. The available bid capacity will be 

calculated as under :- 

Where …… 

Assessed Available Bid Capacity 

= [(A x N x 2) -B] 

A = maximum value of civil engineering works executed in any one year as a prime 

contractor during the last three years (updated to 2012-2013) taking into account the 

completed works as well as completed value of works in progress. 

N = Number of years prescribed for completion of the work for which bids are invited. 


20 

Dy.E.E. 

B = Value as 2012-2013 price level of existing commitments and ongoing works to be 

completed during next 18 months (Period of completion of the work for which the bids are 

invited) 

Note : The statement showing the value of existing commitments and ongoing work as well 

as the stipulated period of completion remaining for each of the works listed should be 

countersigned by the officer not below the rank of the Executive Engineer / Divisional 

Accounts Officer. And Bid Capacity statement of the Contractor should be got certified 

from the Chartered Accountant. 

1.4.16 The contractor shall submit an affidavit in original (as per format given on Page 

No.36) to the tender accepting authority on due date as per tender schedule regarding 

completeness, correctness and truthfulness of documents shall be submitted manually 

in Envelope No.1. Separate Affidavit shall be submitted for each work in original. 

Affidavit shall be compulsorily Notarified. Affidavit not confirming to these 

conditions will not be accepted and Envelope No.2 will not be opened. 

1.4.17 The tenderer must have sufficient experience in the Bridge construction work. 

1.4.18 All the documents from Sr.No. 1.4.1 to 1.4.17 shall be correctly and completely given 

by contractor in sealed Envelope manually, alongwith tender fee in the form of 

original D.D., EMD. Original Affidavit as per Schedule Date of tender notice, 

otherwise his Envelope No.2 will not be opened. 

Even though the Bidder meet the above qualifying criteria, they are subject to be 

disqualified if they have made. 

Misleading or false representations in the Statements attachments submitted in proof 

of the qualification requirements. 

And / or 

Record of poor performance such as abandoning the works, not properly completing 

the contract, inordinate delays in completion, litigation history or financial failures 

etc. 

1.4.19 All corresponding paras pertaining to the tender related subject to Maharashtra P. W. 

Manual shall be applicable to this tender. 


21 

Dy.E.E. 

1.5 ENVELOPE NO.2 TENDER (FINANCIAL BID) 

The second envelope clearly marked as “ Envelope No.2” shall contain only the main 

tender including the Common Set of Conditions / Deviations issued by the 

Department after the pre-tender Conference. A tender submitted without this would be 

considered as invalid. 

The Tenderer should quote his offer duly signed in terms of percentage of estimated 

rates at the appropriate place of tender documents (Page No. 47) to be submitted only 

in Envelope No.2 He should not quote his offer any where directly or indirectly in 

Envelope No.1. The contractor shall quote for the work as per details given in the 

main tender and also based on the detailed set of conditions issued / Additional 

stipulations made by the Department and made available to him on eTendering Portal 

on Public Works Department Government of Maharashtra from Superintending 

Engineer/ Executive Engineer after Pre-Tender Conference. His tender shall be 

unconditional. 

1.6 SUBMISSION OF TENDER :- 

Refer to Section “ Guidelines to Bidders on the operations of Electronic 

Tendering System of Public Works Department “ for details. 

1.7 OPENING OF TENDERS : 

On the date, specified in the Tender Schedule, following procedure will be adopted 

for opening of the Tender. 

(A) ENVELOPE NO.1 :- ( Documents ) 

First of all Documents submitted Online as well as manually in sealed 

Envelope will be opened to verify its contents as per requirements. If the various 

documents contained in this envelope do not meet the requirements of the 

Department, a note will be recorded accordingly by the tender opening authority and 

the said tenderer‟s Envelope No.2 will not be considered for further action and the 

same will be recorded. 

The decision of the tender opening authority in this regard will be final and 

binding on the contractors. 


22 

Dy.E.E. 

(B) ENVELOPE NO.2 : (Financial Bid) 

a) This Envelope shall be opened online immediately after opening of Envelope 

No.1, only if contents of Envelope No.1 are found to be acceptable to the Department. 

The tendered rates in Schedule „B‟ or percentage above/below the estimated rates 

shall then be read out. (From Page No.47) in the presence of bidders who remain 

present at the time of opening of Envelope No.2. 

1.8 EARNEST MONEY : 

As shown on page No.2 & 5 Earnest Money should be paid in the State Bank of 

Hyderabad/State Bank of India or Reserve Bank of India or any Government Treasury 

under the Head “ 8443 Revenue Deposit” and the receipted challan should be 

submitted as per the tender schedule. Earnest money in the form of cheque or cash 

will not be accepted. Earnest money will be accepted in the form of certificate of 

exemption from payment of Earnest Money, or Term Deposit receipts valid for a 

period of one year (separately for each work) from the last date of submission of 

tender forms, issued by Scheduled Bank or Nationalized Bank and endorsed in the 

name of the Executive Engineer, Chiplun Public Works Division, Chiplun. 

Scanned copy of the above documents (as the case may be) shall be uploaded in 

Envelope No.1 online. 

The earnest money will be refunded in due course in case of tenderers whose tenders 

are not accepted. In case of successful tenderer the Earnest money will be 

refunded after recovering initial security deposit and completion of contract 

documents by the Tenderer. The amount of Earnest Money will be forfeited to 

Government in case the successful contractor does not pay the amount of initial 

security deposit within specified time limit. Earnest Money Exemption Certificate 

shall not be accepted in lieu of Earnest Money indicated elsewhere in the N.I.T. 

except in case of those bidders who have obtained Earnest Money exemption 

certificate after payment of Rs. 2.00 Lakhs to their Registration authorities after 

issuance of Government Resolution CAT - 1096/CR -172/Bldg-2 Dated 20/4/98. 


23 

Dy.E.E. 

1.9 SECURITY DEPOSIT : 

The successful tenderer shall have to pay half the security deposit in approved 

security form (preferably in the form of National Saving Certificate) or in cash or in 

the form of Bank Guarantee (in the form as prescribed by Government) from any 

Schedule Bank or Nationalized Bank and balance Security Deposit will be 

recoverable through the bills at the percentage as shown in item(s) of the 

Memorandum in printed B-1 form or as may be decided by the Executive Engineer 

during course of execution of the work looking to the position and circumstances that 

may prevail, whose orders will be final and binding on the contractor. 

The security deposit for the due performance of the contract shall be as detailed in the 

Tender Documents elsewhere. Fifty percent of the security deposit will have to be 

deposited within ten days (including Government holidays) of the acceptance of the 

tender and the remaining fifty percent will be recovered from the Running Bills at the 

rate as specified in the tender form, on the cost of work as per C.S.R. prevailing at the 

time of acceptance of tender. Amount of total security deposit to be paid shall be 4% 

( Four percent) of the cost of work, worked out as per D.S.R. 2012-2013 for the 

respective District. Initial Security Deposit may be in Bank Guarantee form in format 

on Page 173 to 174 of tender document for full period of completion of work and it 

should be extendable upto expiry of valid extension if any, as directed by Engineer-incharge. 

1.10. Condition for payment of additional security deposit, if offer quoted by the 

tenderer is lesser than 15% below the cost put to tender. 

The contractor shall deposit an additional security deposit along with the security 

deposit as per clause 1.9 within 10 days of acceptance of tender in the form of Bank 

guarantee, when the below percentage quoted is more than 15% of cost put to tender. 

The amount of security deposit shall be worked out as per following formula. 

Additional Security Deposit = Rs. % rate quoted by the contractor -15 x 50/100 x 

100 

cost put tender (i.e. Rs. 1,07,78,183/-) 

If the contractor does not deposit this additional security deposit (if applicable) within 

stipulated time then his earnest money deposit will be forfeited and his tender will not 

be considered for acceptance. 


24 

Dy.E.E. 

This additional security deposit shall be extendable upto expiry of valid extensions if 

any and it shall be refunded along with the final bill, after satisfactory completion of 

work. 

1.11 ISSUE OF FORMS: 

Information regarding contract as well as blank tender forms can be downloaded from 

the eTendering website upon providing the details of the payment of cost as detailed 

in the N.I.T. 

1.12 TIME LIMIT : 

The work is to be completed within time limit as specified in the N.I.T. which shall be 

reckoned from the date of written order for commencing the work and shall be 

inclusive of monsoon period. 

1.13 TENDER RATE : 

No alteration in the form of tender and the schedule of tender and no additions in the 

scope of special stipulation will be permitted. Rates quoted for the tender shall be 

taken as applicable for all leads and lifts. 

1.14 TENDER UNITS : 

The tenderers should particularly note the units mentioned in the Schedule “B” on 

which the rates are based. No change in the units shall be allowed. In the case of 

difference between the rates written in figures and in words, the correct rate will be 

the one, which is lower of the two. 

1.15 CORRECTION : 

No corrections shall be made in the tender documents. Any corrections that are to be 

made, shall be made by crossing the incorrect portion and writing the correct 

portions above with the initials of tenderer. 

1.16 TENDER‟S ACCEPTANCE : 

Acceptance of tender will rest with the Superintending Engineer, P.W. Circle, 

Ratnagiri who reserves the right to reject any or all tenders without assigning any 

reason therefore. The tenderer whose tender is accepted will have to enter in to a 

regular B-1 agreement within 10 days of being notified to do so. In case of failure on 

the part of Tenderer to sign the agreement within the stipulated time, the earnest 

money paid by him shall stand forfeited to the Government and the offer of the 

tenderer shall be considered as withdrawn by him. 


25 

Dy.E.E. 

1.17 CONDITIONAL TENDER : 

The tenders which do not fulfill the condition of the notification and the general rules 

and directions for the guidance of contractor in the agreement form or are incomplete 

in any respect are likely to be rejected without assigning any reason therefore. 

1.17(a) The Tenderers shall be presumed to have carefully examined the drawings, 

conditions and specifications of the work and have fully acquainted themselves with 

all details of the site, the conditions of rock and its joints, pattern, river, weather 

characteristics, labour conditions and in general with all the necessary information 

and data pertaining to the work, prior to tendering for the work. 

1.17(b) The data whatsoever supplied by the Department along with the tender 

documents are meant to serve only as guide for the tenderers while tendering and the 

Department accepts no responsibility whatsoever either for the accuracy of data or for 

their comprehensiveness. 

1.17(c) The quarries for extraction of metal, murum etc. provided in the sanctioned 

estimate are as per survey conducted by the Department. The Contractor should 

however examine these quarries and see whether full quantity of materials required 

for execution of the work strictly as per specification are available in these sources 

before quoting the rates. In case the materials are not available due to reasons 

whatsoever, the contractor will have to bring the materials from any other sources 

with no extra cost to Government. The rates quoted, should therefore be for all leads 

and lifts from wherever the materials are brought at site of work and inclusive of 

royalty to be paid to the Revenue Department by the Contractor. 

1.18 POWER OF ATTORNEY : 

If the tenderers are a firm or company, they should in their forwarding letter mention 

the names of all the partners together with the name of the person who holds the 

power of Attorney, authorizing him to conduct all transactions on behalf of the body, 

in sealed Envelope submitted by manually. 

1.19 The tenderer may, in the forwarding letter, mention any points be may wish to make 

clear but the right is reserved to reject the same or the whole of the tenders if the same 

become conditional tender thereby. 


26 

Dy.E.E. 

1.20 The contractor or the firms tendering for the work shall inform the Department if they 

appoint their authorized Agent on the work. 

1.21 No foreign exchange will be released by the Department for the purchase of plants 

and machinery for the work by the Contractor. 

1.22 Any dues arising out of contract will be recovered from the contractor as arrears of 

Land Revenue, if not paid amicably. Moreover, recovery of Government dues from 

the Contractors will be effected from the payment due to the Contractor from any 

other Government works under execution with them. 

1.23 All scanned pages of tender documents, conditions, specifications, correction slips 

etc. shall be initialed by the tenderer. The tender should bear full signature of the 

tenderer, or his authorized power of Attorney holder in case of a firm. 

1.24 The Income Tax at 2.30 % including surcharge or percentage in force from time to 

time or at the rate as intimated by the competent Income Tax authority shall be 

deducted from bill amount whether measured bill, advance payment or secured 

advance. 

1.25 The successful tenderer will be required to produce to the satisfaction of the specified 

concerned authority a valid concurrent license issued in his favour under the 

provisions of the Contract Labour (Regulation and Abolition) Act 1970 for starting 

the work. On failure to do so, the acceptance of the tender shall be liable to be 

withdrawn and also liable for forfeiture of the earnest money. 

1.26 The tenderer shall submit the list of apprentices engaged by the Contractor under 

Apprentice Act. 

1.27 VALIDITY PERIOD : 

The offer shall remain open for acceptance for minimum period of 120 days from the 

Date of opening of Envelope No.2 (Financial Bid) and thereafter until it is withdrawn 

by the contractor by notice in writing duly addressed to the authority opening the 

tender and sent by Registered Post Acknowledgment due. (ref. to memorandum on 

Page 48 of B-1 Form Chapter) 


27 

Dy.E.E. 

STATEMENT NO. 1 

STATEMENT SHOWING WORK DONE IN ALL CLASSES OF CIVIL 

ENGINEERING CONSTRUCTION WORKS DURING LAST THREE YEARS. 

NAME OF THE CONTRACTOR : 

Sr. 

No 

Name 

of the 

work 

Amount 

put to 

Tender / 

Tendere 

d cost. 

Agree 

ment 

No. 

Date 

of 

comm 

encem 

ent 

Ref. Page 15 Clause 1.4.8 

Amount of work done during Amount of 

each of last three years work still 

(Rs. In lakhs) remaining 

to be 

executed 

2010-11 2011-12 2012-13 2013-2014. 

(Rs. In 

lakhs) 

1 2 3 4 5 6 7 8 9 10 

Remarks 

SAMPLE FORM 

Grand Total :- 

Out ward No. and date of certificate issuing authority: 

Executive Engineer / Deputy Executive Engineer / Divisional Accounts Officer 

Note : 

This is only a standard form. Details are to be furnished in this 

format in the form of type written statements, which shall be 

enclosed in Envelope No.1. 


28 

Dy.E.E. 


DETAILS OF WORKS OF SIMILAR TYPE AND MAGNITUDE DURING LAST 

THREE YEARS CARRIED OUT BY THE CONTRACTOR. 



Sr. 

No 

. 

Name Name and Place Agree Date Tend Total Actual 

of the address of and ment of ered Cost of date of 

work the country No. comm cost. work comple 

organization 

encem 

done. tion 

for whom 

(Rs. 

ent 

(Rs. In 

the work 

In 

lakhs) 

was done. 

lakhs) 

1 2 3 4 5 6 7 8 9 10 

(Principal 

features 

in brief.) 

SAMPLE FORM 

Note : 

This is only a standard form; details are to be furnished in this format in 

the form of type written statements which shall be enclosed in 

Envelope No.1. 


29 

STATEMENT NO. 2 „A‟ 

(TO BE INCLUDED IN ENVELOPE NO.1) 

Dy.E.E. 

(Applicable for works for which use of modern machineries for asphalting and concreting is 

specified) 

Proforma for information regarding availability of machinery required for this work. (Ref 1.4.7 Page 

15) is given below : 

I) Documentary evidence regarding ownership or hire of following machineries required. 

II) 

Type of 

machine 

Contractor should produce documentary proof regarding ownership or hire of following 

machinery. 

Number of 

Units. 

Names of 

works on 

which 

deployed at 

present 

Location 

Output in 

tonnes of 

mix per day. 

Quantity in tonnes of hot 

mix balance for 

execution on works in 

hand. (It should indicate 

the Qty. of B.M. 

S.D.B.C./A.C. yet to be 

completed at the time of 

submission of Tender 

The complete information in above proforma shall be submitted by Contractor in 

Envelope No.1. This information is a “MUST” 

1. MODERN DRUM MIX PLANT conforming to clause 504.3.4 of M.O.R.T. & H 

specification (of 2001) 

(The Contractor must own or hire Modern Drum Mix Plant of 30/40 Tonne minimum 

capacity.) 

2. VIBRATORY ROLLER AND STATIC ROLLER OF 8 TO 10 TONNE STATIC WEIGHT 

(The Contractor must own or hire Vibratory and Static Roller of 8 to 10 Tonne Static 

weight.) 

3. Sensor Paver Finisher Confirming to 504.3.5 of M.O.R.T. & H specification of (2001) for 

exclusive use on this work and produce sufficient documentary evidence of ownership or 

hire. 

4. Concrete Mixer with weigh batcher - 2 Nos. (Own) 

5. Tippers/Truck - 2 Nos. (Own) 

6. Needle Vibrator - 2 Nos. (Own) 

7. Pump 5 BHP for dewatering - 2 Nos. (Own) 

8. Sand washing machine - 1 No. (Own) 

9. Compressor - 1 No. (Own or Hire) 

10. Plate Vibrator - 1 No. (Own) 

11. Boozer - 1 No. (Own or Hire) 

12. Mechanical Sprayer - 1 No. (Own or Hire) 

The Certificate of concerned Sub. Divisional Officer/Engineer (E.G.S. (P.W.) Sub Division, 

Chiplun) to the effect that the Plant to site of work (farthest point) by the shortest practicable route 

does not exceed 60 minutes will be final and conclusive. This certificate has to be enclosed in the 

Envelope No.1, failing which it will be presumed that the Bidder‟s Plant does not fulfill the criteria of 

Plant to farthest point distance being within 60 minutes. 

Documentary evidence regarding ownership or hire of above machineries required. 

1) Contractor should attached Valid inspection certificate for Modern drum mix plant, Sensor 

Paver Finisher/Paver Finisher, Vibratory Roller/Static Roller, Mechanical Sprayer issued by Assistant 

Chief Engineer (Mechanical) that machinery is as per MORT & H Specifications. 

2) In case the contractor proposes to hire the required machinery stated above agreement 

proforma given on Page No.37 shall be used and same shall be enclosed in Envelope No.1 


30 

STATEMENT NO. 2 „A‟ 1 


(Applicable for works for which use of modern machineries for asphalting is specified) 

Dy.E.E. 

Proforma for information regarding availability of machinery required for this work. (Ref 1.4.7 Page 

15) is given below : 

I) Documentary evidence regarding ownership or hire as shown on Page No.29 of following 

II) 

Equipment 

1) Vibratory 

Roller 

2) Static 

Roller 

3) Boozer 

4) Dozer 

5) Mechanical 

Sprayer 

6) Compressor 

7) Truck/ 

Tipper 

8) Sensor 

Paver 

finisher 

9) Modern 

drum mix 

plant 

30/40 

tonne 

minimum 

capacity 

10) Concrete 

Mixer with 

weigh 

batcher 

11) Needle 

Vibrator 

12) Surface 

Vibrator 

13) Water 

Pump 

15) Plate 

Vibrator 

machineries required. 

Contractor should produce documentary proof regarding ownership or hire as shown on 

Page No.29 of following machinery. 

Name of 

Manufa 

cture 

Model 

& 

Power 

& 

Rating 

List of Plants & Equipment's 

Capacity 

Year of 

Manufacture 

& details of 

current 

commission 

Current 

Location 

Source of 

Equipment 

own/leased/ 

specifically 

manufacture 

Reference 

of Page No. 

of 

document 

attached 

The complete information in above proforma shall be submitted by Contractor in Envelope 

No.1. This information is a “MUST” 

In case the contractor proposes to hire machineries stated above agreement proforma given on Page 

No.37 shall be used and same shall be enclosed in Envelope No.1 


31 

Dy.E.E. 


STATEMENT NO.2 “B” SHOWING DETAILS OF DRUM MIX PLANT 

REQUIRED FOR THIS WORK 

Details of Drum Mix Plant available with the tenderer for this work. 

1. Drum Mix Plants Capacity : 

a. Name of Manufacturer : 

b. Date of Purchase. : 

c. Present location : 

d. Name of work on which deployed : 

e. Name and address of Engineer - in - charge. : 

f. Anticipated date of completion of 

Work on which deployed. : 

STATEMENT SHOWING DETAILS OF SENSOR PAVER FINISHER 

REQUIRED FOR THIS WORK 

Details of Sensor Paver Finisher available with the tenderer for this work. 

1. Sensor Paver Finisher : 







Work on which deployed. : 

STATEMENT SHOWING DETAILS OF VIBRATORY AND STATIC ROLLER 

AVAILABLE WITH THE TENDERER REQUIRED FOR THIS WORK 

Details of Vibratory Roller and Static Roller available with the tenderer for this work. 

1. Vibratory and Static Roller (Static weight) : 







Work on which deployed. 


32 

Dy.E.E. 

STATEMENT NO.3 

DETAILS OF WORKS IN HAND AND WORKS TENDERED 


FOR AS ON ________________________ 

(I) WORKS IN HAND 


Sr. Name Agree Tendered Date Stipulated Value Value of Probable 

No of the ment Amount. of date of of work Balance date of 

. work No. (Rs. in comm completio already work to completi 

lakhs) encem n. done. be on. 

executed 

ent. 

(Rs. In 

(Rs. In 

lakhs) 

lakhs) 

1 2 3 4 5 6 7 8 9 10 

SAMPLE FORM 

Remarks 

Sr. 

No. 

Name of 

the work 

Name and 

Address of 

Client. 

(II) WORKS TENDERED FOR 

Tendered 

Amount. 

(Rs. In 

lakhs) 

Time 

limit 

Probable date 

when decision is 

expected 

Other 

relevant 

details, if 

any. 

1 2 3 4 5 6 7 

SAMPLE FORM 

Note : 1) This is only a standard form. Details are to be furnished in this 

format in the form of type written statements which shall be 



33 

Dy.E.E. 


STATEMENT SHOWING TECHNICAL PERSONNEL AVAILABLE WITH 

CONTRACTOR WHICH CAN BE SPARED EXCLUSIVELY FOR THIS WORK. 


Sr. 

No 

Designation 

Name 

of 

person 

Qualification 


Professional Experience of work 

carried out 

1 2 3 4 5 6 

Remarks 

SAMPLE FORM 

Note : 





34 

Dy.E.E. 

STATEMENT NO.5 

STATEMENT SHOWING QUANTITIES OF WORK EXCUTED IN ANY ONE YEAR 

DURING LAST THREE YEARS. 

NAME OF THE TENDERER :- _____________________________________ 

Ref. Page No.18, Clause No. 1.4.15 (b) 

Year Quantity of Item of work performed Remarks 

(Indicate 

Contract 

Reference 

Plain and RCC concrete 

(in Cubic metre) 

Steel bar reinforcement 

(In Metric tonne) 

2010-2011 

2011- 2012 

2012- 2013 

Note : 





35 

Dy.E.E. 

100 Rs.Bond 

xÉ¨ÉÖxÉÉ ºÉiªÉ|ÉÊiÉYÉÉ ±ÉäJÉ 

ºÉiªÉ|ÉÊiÉYÉÉ ±ÉäJÉ (Affidavit) 

1. Affidavit shall be Notarified. 

2. Separate Affidavit shall be submitted for each work in original. 

¨ÉÒ --------------------------------------------------- ´ÉªÉ ´É¹Éæ ------------- 

®úÉ½þhÉÉ®ú ---------------------------------------------------------------------------- ªÉÉ 

ºÉiªÉ|ÉÊiÉYÉÉ ±ÉäJÉÉuùÉ®äú Ê±É½ÚþxÉ näùiÉÉä EòÒ, ¨ÉÒ ---------------------------------------------------------- 

------------- ªÉÉ ¡ò¨ÉÇSÉÉ/ EÆò{ÉxÉÒSÉÉ |ÉÉä|ÉÉªÉ]õ®ú/ ¨ÉÖJÉiªÉÉ®ú +ºÉÚxÉ -------------------------------- ªÉÉ 

EòÉ¨ÉÉºÉÉ`öÒ ÊxÉÊ´ÉnùÉ ºÉÉnù®ú Eäò±ÉÒ +É½äþ. ºÉnù®ú ÊxÉÊ´Énäù¨ÉvªÉä =¹hÉÊ¨É¸ÉÒiÉ (Hot Mix Hot Laid) ªÉÉ 

b÷ÉÆ¤É®úÒEò®úhÉÉSªÉÉ EòÉ¨ÉÉSÉÉ ºÉ¨ÉÉ´ÉäÉ +ºÉÚxÉ, ºÉnù®ú EòÉ¨É Eò®úhÉäEò®úÒiÉÉ +É´ÉªÉEò ªÉÆjÉºÉÉ¨ÉÖOÉÒ VÉºÉä ½þÉì]õ 

Ê¨ÉCºÉ/ bÅ÷¨É Ê¨ÉCºÉ {±Éìx]õ, ºÉäxºÉ®ú {Éä´½þ®ú Ê¡òxÉÒÉ®ú, ¨ÉäEìòÊxÉEò±É +º¡òÉ±]õ º{Éä+®ú, ´½þÉªÉ¥Éä]õ®úÒ ®úÉä±É®ú, 

º]ìõÊ]õC ®úÉä±É®ú

36 

Dy.E.E. 

100 Rs.Bond 

xÉ¨ÉÖxÉÉ ºÉiªÉ|ÉÊiÉYÉÉ ±ÉäJÉ 

ºÉiªÉ|ÉÊiÉYÉÉ ±ÉäJÉ (Affidavit) 

1. Affidavit shall be Notarified. 

2. Separate Affidavit shall be submitted for each work in original. 

¨ÉÒ --------------------------------------------------- ´ÉªÉ ´É¹Éæ ------------- 

®úÉ½þhÉÉ®ú ---------------------------------------------------------------------------- ªÉÉ 

ºÉiªÉ|ÉÊiÉYÉÉ ±ÉäJÉÉuùÉ®äú Ê±É½ÚþxÉ näùiÉÉä EòÒ, ¨ÉÒ ---------------------------------------------------------- 

------------- ªÉÉ ¡ò¨ÉÇSÉÉ/ EÆò{ÉxÉÒSÉÉ |ÉÉä|ÉÉªÉ]õ®ú +ºÉÚxÉ -------------------------------- ªÉÉ EòÉ¨ÉÉºÉÉ`öÒ 

ÊxÉÊ´ÉnùÉ ºÉÉnù®ú Eäò±ÉÒ +É½äþ. ºÉnù®ú ÊxÉÊ´ÉnäùSªÉÉ Envelope No.1 ¨ÉvªÉä VÉÒ EòÉMÉnù{ÉjÉä ºÉÉnù®ú Eäò±ÉÒ +É½äþiÉ iÉÒ 

JÉ®úÒ, ¤É®úÉä¤É®ú ´É {ÉÚhÉÇ +É½äþiÉ. iªÉÉ¨ÉvªÉä EòÉähÉiªÉÉ½þÒ jÉÖ]õÒ, SÉÖEòÉ xÉÉ½þÒiÉ +ºÉä É{ÉlÉ{ÉÚ´ÉÇEò ¨ÉÉxªÉ Eò®úÒiÉ +É½äþ. 

ªÉÉ EòÉMÉnù{ÉjÉÉÆ¨ÉvªÉä EòÉ½þÒ SÉÖEòÒSÉÒ, ÊnùÉÉ¦ÉÚ±É Eò®úhÉÉ®úÒ, JÉÉä]õÒ ´É iÉºÉäSÉ +{ÉÚhÉÇ ¨ÉÉÊ½þiÉÒ +Éfø³ý±ªÉÉºÉú ¨ÉÒ 

EòÉªÉnäùÉÒ®ú EòÉªÉÇ´ÉÉ½þÒºÉ {ÉÉjÉ +É½äþ ´É ®úÉ½þÒxÉ. 

EÆòjÉÉ]õnùÉ®úÉSÉÒ ºÉ½þÒ 


37 

Dy.E.E. 

Rs.100/- Stamp Paper 

A G R E E M E N T 

This Agreement made on / /200 at .............................…….. between 

M/s .............................................................……….........……….............. having its office 

at ................................................……….....………............................. (herein referred to 

party of the first part) 

Where as the party of the second part is desires to take various works of 

Road Construction through contract with Public Works Department. Government of 

Maharashtra and the party of the first part is having its Drum Mix Plant/ Sensor Paver 

Finisher with Electronic Sensing Device to operate Asphalt work as per Government 

Specifications. 

First part of the party and second part of the party have agreed to have Mutual 

agreement that in the event of any asphalt work required to be carried out in the work of " 

CONSTRUCTION OF MAJOR BRIDGE CONNECTING DAHIVALI TO SAWARDA 

RAILWAY STATION ON KAPASHI RIVER ON VR-113 AT KM. 0/950 IN 

TALUKA CHIPLUN DISTRICT RATNAGIRI. (UNDER NABARD RIDF-XVIII)." by 

the second part of the party, the first part of the party shall make their Drum Mix Plant/ 

Sensor Paver Finisher with Electronic Sensing Device confirming to Ministry of Road 

Transport & Highways, Specification. Fourth Revision, 2001 available for inspection, 

referred now in Para 1.4.7 of this tender document and then provide the same approved 

after inspection, available to carry out laying of asphalt work entrusted to the second part 

of the party (as per the specification laid down in the contract) on mutually agreed terms 

for this contract. 

The Agreement is valid for the actual period of physical completion of the said 

work for which this Agreement is made. 

In witness whereof, the first parties have executed this Agreement. 

WITNESS 1) ..........................................., 

2) ..........................................., Signature of First Party 

WITNESS 1) .........................................., 

2) .........................................., Signature of Second Party 


Dy.E.E. 

38 

BLANK PAGE 


39 

Dy.E.E. 





SCOPE OF WORK 

The proposed work of Construction Of Major Bridge connecting Dahivali to 

Sawarda Railway station On Kapashi River VR-113 At Km. 0/950 is to be 

executed in Taluka Chiplun District Ratnagiri The construction of bridge of 4 

spans of 15.00 metre c/c and shall having following provisions, based on 

Standard Specifications wherever specified in the Schedue 'B'. 

BRIDGE :- 

1. Line out of bridge and approaches. 

3. Excavation for foundation in soft strata and hard strata for P.C.C. 

abutment and pier. 

4. Dewatering for Abutment and Piers. 

5. Trap rubble filling behind the abutment and returns and foundation. 

6. C.C.M-15 for foundation and R.C.C. M-30 in foundation footing and C.C. 

M-25 for abutments and R.C.C. M-30 for piers, R.C.C. M-30 for caps. 

7. Providing RCC M-30 for Girders & Slabs. 

8. Providing RCC M-30 for Kerbs. 

9. Providing and applying B.M. and B.C. on bridge portion. 

10. Providing T.M.T. Steel bar reinforcement for various RCC items. 

11. Providing railing of cement concrete M-30 Sanchi type. 

12. Other miscellaneous items such as Neoprene bearing, bituminous pad, 

expansion joint, flexible stone mat, marble tablet, trap rubble filling, kerbs 

& railing . 

APPROACHES :- Construction of approach road It consists 

following provision. 

Excavation for roadway, Earthwork in embankment, dry rubble 

masonry. 


40 

Dy.E.E. 

WBM of trap oversize metal (15cm compact) for VR Standard 

width. 

Soft murum side shoulders 

Misc. Items such as Nabard information boards and any other 

items mentioned in Schedule ‘B’. 

The proposed work site is located on Dahivali to Sawarda 

Railway Station Road VR-113 as shown on Taluka map attached 

herewith. 

AVAILABILITY OF MATERIALS:- 

The materials required for this work except bitumen are generally 

available in the vicinity of site of work in normal condition. 

Necessary leads for steel and cement and bitumen is considered. 

Bitumen is to be procured from refinery at Mumbai. 


41 

Dy.E.E. 

METHOD OF EXECUTION 

(GENERAL GUIDLINES) 

I 

II 

III 

On award of contract, the contractor shall construct temporary site office and 

take levels jointly with Engineer’s representative for existing cross section of the 

river and approach road. The centerline of bridge shall marked on site. This 

shall include erection of marking center line, pillars fixing pegs, setting up 

temporary bench mark at site. The line out bridge & approach shall be done 

with the help of Engineer in charge representative. 

The necessary arrangement for dewatering shall be done like providing 

cofferdam, bunds, diversion of river and pumping of water. 

The work of excavation for foundation in soft strata /hard strata & rubble 

filling bedding shall be done. 

IV The work of PCC M-25 for piers, abutments, RCC M-30 for returns and RCC M- 

30 caps are to be completed after completion of foundation. 

V 

VI 

The work of RCC M-30 main/cross girder shall be executed. 

The after construction of girder RCC M.30 kerbs, Sanchi type railing shall be 

constructed. 

VII 

VIII 

Miscellaneous items such as filling, flexible stone mat and trap rubble filling, 

marble tablet etc. shall be done later on. 

Earthwork in embankment for approach road, WBM road construction shall be 

taken up as soon as abutment & returns is completed. 

IX While doing B.T. work hot mix plant operation at plant site shall start at 8.00 

A.M. in the morning in presence of Engineer in charge or his assigned 

representative, (at plant) and laying shall be stopped before 5.30 P.M. The work 

of laying hot mix material shall invariably be stopped at 5.30 P.M. in the 

evening. 

X 

Barricading for excavated portion if required shall be provided by the 

contractor as directed by Engineer-in-charge. 


42 

Dy.E.E. 

1) ADDITIONAL GENERAL SPECIFICATION FOR ORDINARY AND HIGH 

GRADE CONCRETE :- 

a) The test specimen should be formed by representative of the contractor in presence of 

a responsible officer of the rank of not lower than an Assistant Engineer / Deputy 

Engineer. 

b) The test specimen should be formed carefully and no claim shall be entertained later 

on the ground that the result of the test specimen did not give correct indication of the 

actual quality of concrete. 

c) The cement content shall be as per actual requirement of mix design. 

d) Payment :- a) The payment of such concrete work will not be made till the strength 

are ascertained. 

e) The payment of reinforcement of such affected items will not be made till the 

strengths of the concrete are ascertained. 

2. FORMWORK AND STAGING FOR BRIDGE STRUCTURES :- 

(a) 

(b) 

(c) 

(d) 

For bridge structure, forms for concrete shall be constructed of mild steel plates or 

marine plywood and be of substantial and rigid construction true to shape and 

dimensions shown on the drawings. Where metal forms are used, all bolts and rivets 

shall be counter sunk and well ground to provide in smooth plane surface. 

Forms shall be mortar tight and shall be sufficiently rigid by the use of ties and 

bracing to prevent any displacement or sagging between supports. They shall be 

strong enough to withstand all pressure, ramming, and vibration, without deflection 

from the prescribed lines occurring during and after placing the concrete and shall be 

tight enough to prevent any appreciable loss of concrete during vibration. Screw jacks 

or hard wood wedges where required shall be provided to make up any settlement in 

the formwork before or during the placing of concrete. 

Scheduled camber shall be provided in horizontal members of structures, specially in 

long spans to counteract the effects of any deflection. The formwork shall be so fixed 

as to provide for such camber, if required. 

Forms shall be so constructed as to be removed in sections in the desired sequence, 

without damaging the surface of concrete or disturbing other sections. 


43 

Dy.E.E. 

FORM B-1 

PERCENTAGE RATE TENDER & CONTRACT FOR WORKS 

DEPARTMENT : PUBLIC WORKS DEPARTMENT. 

REGION : PUBLIC WORKS REGION, MUMBAI. 

CIRCLE : PUBLIC WORKS CIRCLE, RATNAGIRI. 

DIVISION : PUBLIC WORKS DIVISION, CHIPLUN. 

NAME OF WORK : CONSTRUCTION OF MAJOR BRIDGE CONNECTING 




General Rules and Directions for the Guidance of Contractors 

11. All works proposed to be executed by contract shall be notified in a form of invitation 

to tender Online e-Tendering System also pasted on a board hung up in the office of the 

Executive Engineer and signed by the Executive Engineer, Chiplun Public Works 

Division, Chiplun. 

This form will state the work to be carried out as well as the date for submitting and 

opening tenders, and the time allowed for carrying out the work. Also the amount of earnest 

money to be deposited with the tender, and the amount of the security deposit to be deposited 

by the successful tenderer and the percentage, if any, to be deducted from bills. Copies of the 

specifications, designs and drawings and estimated rates, schedule rates and any other 

documents required in connection with the work shall be signed by the Executive Engineer 

for the purpose of identification and shall also be open for inspection to contractors at the 

office of Executive Engineer during office hours. 

Where the works are proposed to be executed according to the specifications 

recommended to a contractor and approved by a competent authority on behalf of the 

Governor of Maharashtra, such specifications with designs and drawings shall form part of 

the accepted tender. 

2. In the event of the tender being submitted by a firm, it must be signed separately by 

each partner thereof, and in the event of the absence of any partner, it shall be signed on his 

behalf by a person holding a power of attorney authorizing him to do so. 

2.(A)I) The contractor shall pay alongwith the tender the sum of Rs. 1,08,000/- (Rupees One 

lakh Eight thousand only.) as and by way of earnest money. The contractor may pay the said 

amount by forwarding alongwith the tender * Treasury challan or Term Deposit Receipt for 

the said amount drawn on any Scheduled Bank for the like amount infavour of the Executive 

Engineer. The said amount of earnest money shall not carry any interest what-so-ever. 

(P.W. & H. Deptt. Corrigendum No. CAT - 1073 / 16967 - D-3 Dt.14-5-76) 

* Strike out which is not required. 


44 

Dy.E.E. 

II) 

In the event of his tender being accepted, subject to the provisions of sub-clause(iii) 

below, the said amount of earnest money shall be appropriated towards the amount of 

security deposit payable by him under conditions of General Conditions of contract. 

III) 

IV) 

If, after submitting the tender, the contractor withdraws his offer or modifies the 

same, or if, after the acceptance of his tender the contractor fails or neglects to furnish 

the balance of security deposit, within 10 days from receipt of acceptance letter 

without prejudice to any other rights and powers of the Government, hereunder, or in 

law, Government shall be entitled to forfeit the full amount of the earnest money 

deposited by him. 

In the event of this tender not being accepted, the amount of earnest money deposited 

by the contractor shall, unless it is prior thereto forfeited under the provisions of subclause 

(iii) above, be refunded to him on passing receipt therefor. 

(B. & C. Deptt. Resolution No. CAT - 1272 / 44277 -Q Dt. 3-3-73.) 

3. Receipts for payments made on account of any work, when executed by a firm, should 

also be signed by all the partners except where the contractors are described in their 

tender as a firm, in which case the receipt shall be signed in the name of the firm by 

one of the partners, or by some other person having authority to give effectual receipts 

for the firm. 

4. Any person who submits a tender shall fill up the usual printed form starting at what 

percentage above or below the rates specified in Schedule B (Memorandum showing 

items of work to be carried out) he is willing to undertake the work. Only one rate or 

such percentage on all the Estimated rates/Schedule rates shall be named Tenders, 

which propose any alteration in the works specified in the said form of invitation to 

tender, or in the time allowed for carrying out the work, or which contain any other 

conditions will be liable for rejection. No printed form of tender shall include a tender 

for more than one work but if contractor wishes to tender for two or more works, shall 

submit a separate tender for each. Tender shall have the name and number of the work 

to which they refer written outside the envelope. 

5. The Superintending Engineer/Executive Engineer or his duly authorized Assistant 

shall open tenders in the presence of contractors who have submitted tenders or their 

representatives who may be present at the time, and he will enter the amounts of the 

several tenders in a comparative statement in a suitable form. In the event of a tender 

being accepted, the contractor shall for the purpose of identification, sign copies of 

the specifications and other documents mentioned in Rule 1. In the event of tender 

being rejected, the Divisional officer shall authorize the Treasure Officer concerned to 

refund the amount of the earnest money deposited to the contractor making the tender, 

on his giving a receipt for the return of the money. 

6. The officer competent to dispose of the tenders shall have the right of rejecting all or 

any of the tenders. 


45 

Dy.E.E. 

7. No receipt for any payment, alleged to have been made by a contractor in regard to 

any matter relating to this tender or the contract, shall be valid and binding on 

Government unless it is signed by the Executive Engineer. 

8. The memorandum of work to be tendered for and the schedule of materials to be 

supplied by the Public Works Department and their rates shall be filled in and 

complete by the office of the Executive Engineer before the tender form is issued. If a 

form issued to an intending tenderer has not been so filled in and completed, he shall 

request the said office to have this done before he completes and delivers his tender. 

9. All work shall be measured net by standard measure and according to the Rules and 

customs of the Public Works Department and their rates shall be without references 

to any local custom. 

10. Under no circumstances shall any contractor be entitled to claim enhanced rates for 

any item in this contract. 

11. All corrections and additions or pasted slips should be initialed. 

12. The measurements of work will be taken according to the usual methods in use in the 

Public Works Department and no proposals to adopt alternative methods will be 

accepted. The Executive Engineer‟s decision as to what is “the usual method in use in 

the Public Works Department” will be final. 

13. The tendering Contractor shall furnish a declaration alongwith the tender showing all 

works for which he has already entered into contract and the value of the work that 

remain to be executed in each case on the date of submitting the tender. 

14. In view of the difficult position regarding the availability of foreign exchange, no 

foreign exchange would be released by the Department for the purchase of plant and 

machinery required for the execution of the work contracted for. 

(GCD/PWD/CFM/1058/62517 OF 26.5.1959) 


46 

Dy.E.E. 

15. The contractor will have to construct shed for storing controlled and valuable 

materials issued to him under Schedule „A‟ of the agreement, at work site having 

double locking arrangement. The materials will then be taken for use in the presence 

of the Departmental person. No material will be allowed to be removed from the site 

of works. 

16. The contractors shall also give a list of machinery in their own/hire and which they 

propose to use on the work. 

17. Successful tenderer shall have to produce to the satisfaction of the accepting authority 

a valid and current license issued in his favour under the provisions of Contract 

Labour (Regulation and Abolition) Act, 1973 before starting the work. Failing which, 

acceptance of the tender shall be liable for withdrawal and earnest money shall be 

forfeited to the Government (refere Government of Maharashtra, Irrigation and Power 

Department‟s letter No. Lab 1076h181/(666E-17), dated 8/9/1976.) 

18. The contractor shall comply with the provisions of Apprentices Act,1961 and the 

rules and orders issued thereunder from time to time. If he fails to do so, his failure 

shall be breach of the contract and the Chief Engineer Superintending Engineer, may 

in his discretion cancel the contract. The contractor shall also be liable for any 

pecuniary liability arising on account of any violation by him of the provisions of the 

said Act. 


47 

TENDER FOR WORKS 

I/We hereby tender for the execution, for the Governor of Maharashtra 

( here-in-before and here-inafter referred to as “ Government”) of the 

work specified in the under written memorandum within the time 

specified in such memorandum at * _______________________ 

percent Below/above the estimated rates entered in Schedule „B‟ ( 

Memorandum showing items of work to be carried out ) and in 

accordance in all respects with the specifications, designs, drawings, 

and instructions in writing referred to in Rule 1 hereof and in Clause 

12 of the annexed conditions of contract and agree that when 

materials for the work are provided by the Government, such materials 

and the rate to be paid for them shall be as provided in Schedule „A” 

hereto. 

* In figures as 

well as in words 

Dy.E.E. 

MEMORANDUM 

(a) NAME OF WORK 

:- CONSTRUCTION OF MAJOR 

BRIDGE 

CONNECTING 

DAHIVALI TO SAWARDA 

RAILWAY STATION ON KAPASHI 

RIVER ON VR-113 AT KM. 0/950 

IN TALUKA CHIPLUN DISTRICT 

RATNAGIRI. (UNDER NABARD 

RIDF-XVIII). 

B) Estimated Cost : Rs. 1,07,78,183/- 

C) Earnest Money. : Rs. 1,08,000/- 

D) Security Deposit : 

I) Cash ( Not less than the amount Rs. 2,16,000/- 

of earnest money.) 

ii) To be deducted from : Rs. 2,16,000/- 

current bills. 

________________________ 

Total Rs. 4,32,000/-_____ 

E) Percentage, if any to be deducted from 

bills so as to make up the total amount 

required as security deposit by the time, 

half the work as measured by the costs 

is done 

F) Time allowed for the work 

from the date of written 

order to commence. 

FOUR PERCENT 

18 Calendar months 

(Eighteen months) 

(including monsoon) 

A) If several sub 

works are included 

they should be 

detailed in a separate 

list. 

C) The amount of 

earnest money to be 

deposited shall be in 

accordance with the 

provisions of paras 

206 & 207 of the 

M.P.W. manual. 

D) This deposit shall 

be in accordance 

with paras 213 & 

214 of the M.P.W. 

Manual. 

E) This percentage 

where necessary 

deposit is taken will 

vary from 5 percent 

to 10 percent 

according to the 

requirements of the 

case. Where security 

deposit is taken see 

note 1 to clause 1 of 

conditions of 

contract. 

F) Give schedule 

where necessary 

showing dates by 

which the various 

items are to be 

completed. 


48 

Dy.E.E. 

2. I/We agree that the offer shall remain open for acceptance for a 

minimum period of 120 days from the date fixed for opening of envelope 

No.2 (Financial Bid) and thereafter until it is withdrawn by me/ us by 

notice in writing duly addressed to the authority opening the tenders and 

sent by registered post A.D. or otherwise delivered at the office of such 

authority . Treasury Bank Challan No. And date or Deposit At Call 

Receipt No.____________ and date ________ in respect of the sum of Rs. 

1,08,000/- (in words Rupees One lakh Eight thousand only) representing 

the earnest money is herewith forwarded. The amount of earnest money 

shall not bear interest and shall be liable to be forfeited to the Government, 

should I/We fail to (I) abide by the stipulation to keep the offer open for 

the period mentioned above or (II) Sign and complete the contract 

documents as required by the Engineer and furnish the security deposit as 

specified in item (d) of the memorandum contained in paragraph (1) above 

within the time limit laid down in clause (1) of the annexed General 

Conditions of contract. The amount of earnest money may be adjusted 

towards the security deposit or refunded to me/us if so, desired by me/ us 

in writing, unless the same or any part thereof has been forfeited as 

aforesaid. 

3. I/We have secured exemption from payment of earnest money after 

executing the necessary bond in favour of the Government, a true copy of 

which is enclosed herewith. Should any occasion for forfeiture of earnest 

money for this work arise due to failure on my/our part to (i) abide by the 

stipulations to keep the offer open for the period mentioned above or (ii) 

sign and complete the contract documents and furnish the security deposit 

as specified in item (d) of the Memorandum contained in paragraph (1) 

above within the time limit laid down in clause (1) of the annexed General 

Conditions of Contract, the amount payable by me/us may, at the option of 

the Engineer, be recovered out of the amount deposited in lump sum for 

securing exemption in so far as the same may extend in terms of the said 

bond and in the event of the deficiency out of any other moneys which are 

due or payable to me/us by the Government under any other contract or 

transaction of any nature whatsoever or otherwise. 


49 

Dy.E.E. 

4. Should this tender be accepted I/We hereby agree to abide by 

and fulfill all the terms, and provisions of the conditions of contract 

annexed hereto so far as applicable, and in default thereof to forfeit and 

pay to Government the sums of money mentioned in the said 

conditions. 

Contractor : 

Address : 

Signature of Contractor 

before submission of 

the tender 

Dated _______The _______ day of _____ 20___ 

(Witness) $ ____________________________ 

Address _______________________________ 

_______________________________ 

$ Signature of witness to 

contractor‟s signature 

(Occupation) ___________________________ 

The above tender is hereby accepted by me for and on behalf of the 

Governor of Maharashtra. 

Dated day of 20__ * Executive Engineer * Signature of the officer 

by whom accepted. 


50 

CONDITIONS OF CONTRACT 

Dy.E.E. 

Security deposit 

PWD. Resolution 

No.CAT/1087/ 

CR-94 Bldg 2 

dt. 14-6-89. 

Clause 1 - The person/persons whose tender may be accepted 

(hereinafter called the Contractor, which expression shall unless 

excluded by or repugnant to the context include his heirs, executors, 

administrators, and assigns ) shall (A) within 10 days (which may be 

extended by Superintending Engineer concerned up to 15 days if 

Superintending Engineer thinks fit to do so) of the receipt by him of the 

notification of the acceptance of his tender deposit with the Executive 

Engineer in cash or Government securities endorsed to the Executive 

Engineer (if deposited for more than 12 months) of the sum sufficient 

which will made up the full security deposit specified in the tender or (B) 

(Permit Government at the time of making any payment to him for work 

done under the contract to deduct such as will amount to * FOUR 

percent of all moneys so payable such deductions to be held by 

Government by way of security deposit. ) Provided always that in the 

event of the Contractor depositing a lump sum by way of security deposit 

as contemplated at above, then and in such case, if the sum so deposited 

shall not amount to FOUR percent of the total estimated cost of the 

work, it shall be lawful for Government at the time of making any 

payment to the Contractor for work done under the contract to make up 

the full amount of FOUR percent by deducting sufficient sum from 

every such payment as last aforesaid until the full amount of the security 

deposit is made up. All compensation or other sums of money payable 

by the Contractor to Government under the terms of his contract may be 

deducted from or paid by the sale of sufficient part of his security deposit 

or from the interest arising there form , or from any sums which may be 

due or may become due by Government to the Contractor under any 

other contract or transaction of any nature on any account whatsoever 

and in the event of his security deposit being reduced by reason of any 

such deduction or sale as aforesaid, the Contractor shall within ten days 

thereafter, make good in cash or Government securities endorsed as 

aforesaid any sum or sums which may have been deducted from, or 

raised by sale of his security deposit or any part thereof. The security 

deposit referred to, when paid in cash may, at the cost of the depositor, 

be converted into interest bearing securities provided that the depositor 

has expressly desired this in writing. 


51 

Dy.E.E. 

The security deposit will not be accepted in forms of insurance 

company bonds as per Government orders contained in No. 

CCM/PWD/4250 DATED 27/12/1956. 

__________________________________________________ 

Note : This will be the same percentage as that in the tender at (e) on 

Page No.47. 

If the amount of the security deposit be paid in a lump sum within the 

period specified at (A) above is not paid the tender/contract already 

accepted shall be considered as cancelled and legal steps taken against 

the Contractor for recovery of the amounts. The amount of the security 

deposit lodged by a Contractor shall be refunded alongwith the 

payment of the final bill, if the date up to which the Contractor has 

agreed to maintain the work in good order is over. If such date is not 

over, only 50% amount of security deposit shall be refunded alongwith 

the payment of the final bill. The amount of security deposit retained 

by the Government shall be released after expiry of period up to which 

the Contractor has agreed to maintain the work in good order is 

over. In the event of the Contractor failing or neglecting to complete 

rectification work within the period up to which the Contractor has 

agreed to maintain the work in good order, then subject to provision of 

Clauses 17 and 20 hereof the amount of Security Deposit retained by 

Government shall be adjusted towards the excess cost incurred by the 

Department on rectification work. 


52 

Dy.E.E. 

Compensation for 

delay 

Clause 2 - “The time allowed for carrying out the work as entered in 

the tender shall be strictly observed by the Contractor and shall be 

reckoned from the date on which the order to commence the work is 

given to the Contractor. The work shall through the stipulated period 

of the contract be proceeded with, with all due diligence (time being 

deemed to be the essence of the contract on the part of the 

Contractor) and Contractor shall pay as compensation an amount 

equal to one percent or such smaller amount as the Superintending 

Engineer ( whose decision in writing shall be final ) may decide , of 

the amount of the estimated cost of the whole work as shown by the 

tender for every day that the work remains uncommenced , or 

unfinished after the proposed dates . And further to ensure good 

progress during execution of the work , the contractor shall be bound 

in all cases in which the time allowed for any work exceeds one 

month to complete. 

25 % of the work in ** 1/4 of the time As 

50 % do 1/2 of the time indicated 

100 % do 18 Months. in bar 

chart on 

Page 181. 

Full work to be completed in (18) EIGHTEEN Months including 

monsoon. 

In the event of the contractor failing to comply with this condition he 

shall be liable to pay as compensation an amount equal to one percent 

or such smaller amount as Superintending Engineer (whose decision 

in writing shall be final) may decide of the said estimated cost of the 

whole work for every day that due quantity , of work remains 

incomplete. Provided always that the total amount of compensation 

to be paid under the provisions of this clause shall not exceed 10 per 

cent of the estimated cost of the work as shown in the tender. 

Superintending Engineer shall be the final authority in this respect, 

irrespective of the fact that the tender is accepted by Chief Engineer/ 

Superintending Engineer/Executive Engineer. 


53 

Dy.E.E. 

Action when 

whole of security 

deposit is 

forfeited. 

Clause 3 :- In any case in which under any clause of this contract the 

contractor shall have rendered himself liable to pay compensation 

amounting to the whole of this security deposit (whether paid in one 

sum or deducted by installments) or in the case of abandonment of 

the work owing to serious illness or death of the contractor or any 

other cause, the Engineer, on behalf of the Governor of Maharashtra, 

shall have power to adopt any of the following courses, as he may 

deem best suited to the interest of Government :- 

(A) To rescind the contract (for which rescission notice in writing to 

the contractor under the hand of Executive Engineer shall be 

conclusive evidence) and in that case the security deposit of the 

contractor shall stand forfeited and be absolutely at the disposal of 

Government. 

(B) To carry out the work or any part of the work departmentally 

debiting the contractor with the cost of the work, expenditure 

incurred on tools and plant, and charges on additional supervisory 

staff including the cost of work-charged establishment employed for 

getting unexecuted part of the work completed and crediting him with 

the value of the work done departmentally in all respects in the same 

manner and at the same rates as if it had been carried out by the 

contractor under the terms of his contract. The certificate of the 

Executive Engineer as to the costs and other allied expenses so 

incurred and as to the value of the work so done departmentally shall 

be final and conclusive against the contractor. 

(C) To order that the work of the contractor be measured up to and 

take such part thereof as shall be unexecuted out of his hands, and to 

give it to another contractor to complete, in which case all expenses 

incurred on advertisement for fixing a new contracting agency, 

additional supervisory staff including the cost of work-charged 

establishment and the cost of the work executed by the new contract 

agency will be debited to the contractor and at the value of the work 

done or executed through the new contractor shall be credited to 

the contractor in all respects and in the same manner and at the same 

rates as if it had been carried out by the contractor under the terms of 

his contract. The certificate of the Executive Engineer as to all the 

cost of the work and other expenses incurred as aforesaid for or in 

getting the unexecuted work done by the new contractor and as to the 

value of the work so done shall be final and conclusive against the 

contractor. 


54 

Dy.E.E. 

In case the contract shall be rescinded under clause (a) above the 

Contractor shall not be entitled to recover or be paid, any sum for any 

work therefore actually performed by him under this contract unless 

and until the Executive Engineer shall have certified in writing the 

performance of such work and the amount payable to him in respect 

thereof and he shall only be entitled to be paid the amount so certified. 

In the event of either of the courses referred to in clause (b) or (c) 

being adopted and the cost of work executed departmentally or 

through a new contractor and other allied expenses exceeding the 

value of such work credited to the Contractors, the amount of excess 

shall be deducted from any money due to the Contractor, by 

Government under the contract or otherwise howsoever or from his 

security deposit or the sale proceeds thereof provided, however that 

the Contractor shall have no claim against Government even if the 

certified value of the work done departmentally or through a new 

contractor exceeds the certified cost of such work and allied expenses, 

provided always that whichever of the three courses mentioned in 

clauses (a) , (b) or (c) is adopted by the Executive Engineer, the 

Contractor shall have no claim to compensation for any loss sustained 

by him by reason of his having purchased, or procured any materials, 

or entered into any engagements or made any advances on account of, 

or with a view to the execution of the work or the performance of the 

contract. 

Action when the 

progress 

of any particular 

portion 

of the work is 

unsatisfactory. 

Clause 4 - If the progress of any particular portion of the work is 

unsatisfactory, the Executive Engineer shall notwithstanding that the 

general progress of the work is in accordance with the conditions 

mentioned in clause 2, be entitled to take action under clause 3(b) 

after giving the Contractor 10 days notice in writing. The Contractor 

will have no claim for compensation, for any loss sustained by him 

owing to such action. 


55 

Dy.E.E. 

Contractor 

remains liable 

to pay compensation 

if 

action not taken 

under 

Clause 3 & 4. 

Power to take 

possession 

of or require 

removal of 

or sell 

contractor’s 

plant. 

Extension of time. 

Clause 5 :- In any case in which any of the powers conferred upon 

the Executive Engineer by clause 3 and 4 hereof shall have become 

exercisable and the same shall not have been exercised, the non 

exercise thereof shall not constitute a waiving of any of the 

conditions hereof and such powers shall notwithstanding be 

exercisable in the event of any future case of default by the 

contractor for which under any clause hereof he is declared liable to 

pay compensation amounting to the whole of his security deposit and 

the liability of the contractor for past and future compensation shall 

remain unaffected. In the event of the Executive Engineer taking 

action under sub - clause (a) or (c) of clause 3, he may, if he so 

desires, take possession of all or any tools, plant, materials and stores, 

in or upon the works or the site thereof or belonging to the 

contractor, or procured by him and intended to be used for the 

execution of the work or any part thereof, paying or allowing for the 

same in account at the contract rates, or in the case of contract rates 

not being applicable at current market rates, to be certified by the 

Executive Engineer whose certificate thereof shall be final. In the 

alternative, the Executive Engineer may, after giving notice in 

writing to the contractor or his clerk of the work, foreman or other 

authorized agent require him to remove such tools and plants, 

materials, or stores from the premises within a time to be specified in 

such notice, and in the event of the contractor failing to comply with 

any such requisition, the Executive Engineer may remove them at 

the contractor‟s expenses or sell them by auction or private sale on 

account of the contractor and at his risk in all respects, and the 

certificate of the Executive Engineer as to the expenses of any such 

removal and the amount of the proceeds and expense of any such sale 

shall be final and conclusive against the Contractor. 

Clause 6 :- If the Contractor shall desire an extension of the time for 

completion of work on the ground of his having been unavoidably 

hindered in its execution or on any other grounds, he shall apply in 

writing to the Executive Engineer before the expiry of the period 

stipulated in the tender or before the expiration of 30 days from the 

date on which he was hindered as aforesaid or on which the cause for 

asking for extension occurred, whichever is earlier and the Executive 

Engineer/Superintending Engineer (as the case may be) may if in 

his opinion, there were reasonable grounds for granting an extension, 

grant such extension as he thinks necessary or proper. The decision of 

the Executive Engineer/Superintending Engineer (as the case may 

be) in this matter shall be final. 


56 

Dy.E.E. 

Final Certificate 

Payment on 

intermediate 

certificate to be 

regarded as 

advances. 

Clause - 7 :- On the completion of the work the Contractor shall be 

furnished with a certificate by the Executive Engineer ( hereinafter 

called the Engineer-in-charge ) of such completion, but no such 

certificate shall be given nor shall the work be considered to be 

completed until the Contractor shall have remove from the premises 

on which the work shall have been executed, all scaffolding, surplus 

materials and rubbish and shall have cleaned off the dirt from all 

woodwork, doors, windows, walls, floor or other parts of any 

building in or upon which the work has been executed, or of which he 

may have had possession for the purpose of executing the wok nor 

until the work shall have been measured by the Engineer-in-charge or 

where the measurements have been taken by his subordinates until 

they have received approval of the Engineer-in-charge, the said 

measurements being binding and conclusive against the contractor. If 

the Contractor shall fail to comply with the requirements of this 

clause as to the removal of scaffolding, surplus materials and rubbish 

and the cleaning of dirt on or before the date fixed for the completion 

of the work the Engineer-in-charge may at the expense of the 

Contractor, remove such scaffolding, surplus materials and rubbish, 

and dispose off the same as he thinks fit and clean off such dirt as 

aforesaid and the Contractor shall forthwith pay the amount of all 

expenses so incurred, but shall have no claim in respect of any such 

scaffolding or surplus materials as aforesaid except for any sum 

actually realized by the sale thereof. 

Clause 8 :- No payment shall be made for any work, estimated to cost 

less than Rupees One Thousand till after the whole of work shall have 

been completed and a certificate of completion given. But in the case 

of works estimated to cost more than Rupees One Thousand, the 

Contractor shall on submitting a monthly bill therefore, be entitled to 

receive payment proportionate to the part of the work then approved 

and passed by the Engineer - in- charge, whose certificate if such 

approval and passing of the sum so payable shall be final and 

conclusive against the Contractor. All such intermediate payments 

shall be regarded as payments by way of advance against the final 

payments only and not as payments for work actually done and 

completed, and shall not preclude the Engineer-in-charge from 

requiring any bad, unsound, imperfect or unskillful work to be 

removed or taken away and reconstructed or re-erected nor shall any 

such payment be considered as an admission of the due performance 

of the Contract or any part thereof in any respect or the occurring of 

any claim, nor shall it conclude, determine or affect in any other 

way the powers of the Engineer- in-charge as to the final settlement 

and adjustment of the accounts or otherwise, or in any other way vary 

or affect the Contract. The final bill shall be submitted by the 

Contractor within one month of the date fixed for the completion of 

the work. otherwise the Engineer-in-charge's certificate of the 

measurements and of the total amount payable for the work shall be 

final and binding on all parties. 


57 

Dy.E.E. 

Payment at 

reduced rates on 

account of items 

of work not 

accepted as 

completed to be 

at the desecration 

of the Engineer in 

charge. 

Clause 9 :-The rates for several items of works estimated to cost more 

than Rs.1000/- agreed to within shall be valid only when the item 

concerned is accepted as having been completed fully in accordance 

with the sanctioned specifications. In cases where the items of work 

are not accepted as so completed, the Engineer-in-charge may make 

payment on account of such items at such reduced rates as he may 

consider reasonable in the preparation of final or on-account bills. 

Bill to be 

submitted 

monthly. 

Clause 10 :- A bill shall be submitted by the Contractor in each 

month on or before date fixed by the Engineer-in-charge for all works 

executed in the previous month, and the Engineer-in-charge shall take 

or cause to be taken the requisites measurement for the purpose of 

having the same verified and the claim, so far as it is admissible, shall 

be adjusted , if possible, within ten days from the presentation of the 

bill. If the Contractor does not submit the bill within the time fixed as 

aforesaid, the Engineer-in-charge may depute a subordinate to 

measure up the said work in the presence of the Contractor or his duly 

authorized agent whose countersignature to the measurement list shall 

be sufficient warrant, and the Engineer-in-charge may prepare a bill 

from such list which shall be binding on the Contractor in all respect. 

Bills to be on 

printed form. 

Clause 11 - The Contractor shall submit all bills on the printed forms 

to be had on application at the office of the Engineer-in-charge. The 

charges to be made in the bills shall always be entered at the rates 

specified in the tender or in the case of any extra work ordered in 

pursuance of these conditions and not mentioned or provided for in 

the tender, at the rates hereinafter provided for such work. 


58 

Dy.E.E. 

Stores supplied 

by Government. 

Clause 12 :- If the specification or estimate of the work provides for 

the use of any special description of material to be supplied from the 

stores of the Public Works Department store or if it is required that 

the contractor shall use certain stores to be provided by the Engineerin-charge 

(such material and stores and the prices to be charged 

therefore as hereinafter mentioned being so far as practicable for the 

convenience of the contractor but not so as in any way to control the 

meaning or effect of this contract specified in the schedule or 

memorandum hereto annexed) the contractor shall be supplied with 

such materials and stores as may be required from time to time to be 

used by him for the purpose of the contract only, and the value of the 

full quantity of the materials and stores so supplied shall be set off or 

deducted from any sums then due or thereafter to become due to the 

contractor under the contract, or otherwise, or from the security 

deposit, or the proceeds of the sale thereof, if the security deposit is 

held in Government securities, the same or a sufficient portion 

thereof shall in that case be sold for the purpose. All materials 

supplied to the contractor shall remain the absolute property of 

Government and shall on no account be removed from the site of the 

work, and shall at all times be open to inspection by the Engineer-incharge. 

Any such materials unused and in perfectly good condition at 

the time of completion or determination of the contract shall be 

returned to the Public Works Departmental store, if the Engineer-incharge 

so requires by a notice in writing given under his hand, but 

the contractor shall not be entitled to return any such materials except 

with consent of the Engineer-in-charge and he shall have no claim for 

compensation on account of any such material supplied to him as 

aforesaid but remaining unused by him or for any wastage or damage 

to any such materials. 

Clause 12 (A) :- All stores of controlled materials such as cement, 

steel etc., to be supplied by Government to the contractor should be 

kept by the contractor under lock and key and will be accessible for 

inspection by the Executive Engineer or his agent at all the times. 

Works to be 

executed in 

accordance with 

specifications 

drawings, 

orders, etc. 

Clause 13 :- The contractor, shall execute the whole and every part 

of the work in the most substantial and workman like manner, and 

both as regards materials and every other respect in strict accordance 

with specifications. The contractors shall also conform exactly, fully 

and faithfully to the designs, drawings and instructions in writing 

relating to the work signed by the Engineer-in-charge and lodged in 

his office and to which the contractor shall be entitled to have access 

for the purpose of inspection at such office, or on the site of the work 

during office hours. The contractor will be entitled to receive three 

sets of contract drawings and working drawings as well as one 

certified copy of the accepted tender along with the work order free 

of cost. Further copies of the contract drawings and working 

drawings if required by him, shall be supplied at the rate of 

Rs.300/- per set of contract drawings and Rs.150/- per working 

drawing except where otherwise specified. 


59 

Dy.E.E. 

Alterations in 

specifications in 

designs not to 

invalidate 

contracts. 

Rates for works 

not entered in 

estimate, or 

schedule of rates 

of the contract. 

Extensions of time 

in consequence of 

additions or 

alterations. 

Clause 14 :- The Engineer-in-charge shall have power to make any 

alterations in or additions to the original specifications, drawings, 

designs, and instructions that may appear to him to be necessary or 

advisable during the progress of the work, and the Contractor shall be 

bound to carry out the work in accordance with any instructions in 

this connection which may be given to him in writing signed by the 

Engineer-in-charge and such alteration shall not invalidate the 

contract, and any additional work which the Contractor may be 

directed to do in the manner above specified as part of the work shall 

be carried out by the Contractor on the same conditions in all respects 

on which he agreed to do the main work, and at the same rates as are 

specified in the tender for the main work. And if the additional and 

altered work includes any class of work for which no rates is specified 

in this contract, then such class of work shall be carried out at the 

rates entered in the Schedule of Rates of the Division prevailing at the 

time when the extra items crop up or at the rates mutually agreed 

upon between the Engineer-in-charge and the contractor whichever 

are lower. If the additional or altered work for which no rate is 

entered in the Schedule of Rates of the Division, is ordered to be 

carried out before the rates are agreed upon then the Contractor shall 

within seven days of the date of receipt by him of the order to carry 

out the work inform the Engineer-in-charge of the rate which it is his 

intention to charge for such class of work, and if the Engineer-incharge 

does not agree to this rate, he shall by notice in writing be at 

liberty to cancel his order to carry out such class of work, and arrange 

to carry it out in such manner as he may consider advisable provided 

always that the Contractor shall commence work or incur any 

expenditure in regard thereto before the rates shall have been 

determined as lastly here in before mentioned, then in such case he 

shall only be entitled to be paid in respect of the work carried out or 

expenditure incurred by him prior to the date of the determination of 

the rates as aforesaid according to such rate or rates as shall be fixed 

by the Engineer-in-charge. In the event of a dispute, the decision of 

the Superintending Engineer of the Circle will be final. 

Where, however, the work is to be executed according to the 

designs, drawings and specifications recommended by the contractor 

and accepted by the competent authority the alterations above 

referred to shall be within the scope of such designs, drawings and 

specifications appended to the tender. 

The time limit for the completion of the work shall be extended in 

the proportion that the increase in its cost occasioned by alterations or 

additions bears to the cost of the original contract work, and the 

certificate of the Engineer-in-charge as to such proportion shall be 

conclusive. 


60 

Dy.E.E. 

No claim to any 

payment or 

compensation for 

alteration in or 

restriction of 

work. 

CAT-1268/59382- 

Q 

DT.14-3-74. 

Clause 15 :- (1) If at any time after the execution of the contract 

documents, the Engineer shall for any reason what-so-ever (other than 

default on the part of the Contractor for which the Government is 

entitled to rescind the contract) desires that the whole or any part of 

the work specified in the tender should be suspended for any period or 

that the whole or part of the work should not be carried out at all, he 

shall give to the Contractor a notice in writing of such desire and upon 

the receipt of such notice the Contractor shall forthwith suspend or 

stop the work wholly or in part as required, after having due regard to 

the appropriate stage at which the work should be stopped or 

suspended so as not to cause any damage or injury to the work already 

done or endanger the safety thereof provided that the decision of the 

Engineer as to the stage at which the work or any part of it could be or 

could have been safely stopped or suspended shall be final and 

conclusive against the Contractor. The Contractor shall have no claim 

to any payment or compensation whatsoever by reason of or in 

pursuance of any notice as aforesaid, on account of any suspension, 

stoppage or curtailment except to the extent specified hereinafter. 

(2) Where the total suspension of work ordered as aforesaid 

continued for a continuous period exceeding 90 days the Contractor 

shall be at liberty to withdraw from the contractual obligations under 

the contract so far as it pertains to the unexecuted part of the work by 

giving a 10 days prior notice in writing to the Engineer, within 30 

days of the expiry of the said period of 90 days, of such intention and 

requiring the Engineer to record the final measurements of the work 

already done and to pay final bill. Upon giving such notice the 

Contractor shall be deemed to have been discharged from his 

obligation to complete the remaining unexecuted work under his 

contract. On receipt of such notice the Engineer shall proceed to 

complete the measurement and make such payment as may be finally 

due to the Contractor within a period of 90 days from the receipt of 

such notice in respect of the work already done by the Contractor. 

Such payment shall not in any manner prejudice the right of the 

Contractor to any further compensation under the remaining 

provisions of this clause. 

(3) Where the Engineer requires the Contractor to suspend the work 

for a period in excess of 30 days at any time or 60 days in the 

aggregate the Contractor shall be entitled to apply to the Engineer 

within 30 days of the resumption of work after such suspension for 

payment of compensation to the extent of pecuniary loss suffered by 

him in respect of working machinery rendered idle on the site or on 

account of his having had to pay the salary or wages of labour 

engaged by him during the said period of suspension, provided 

always that the contractor shall not be entitled to any claim in respect 

of any such working machinery, salary or wages for the first 30 days 

whether consecutive or in the aggregate of such suspension or in 

respect of any suspension whatsoever occasioned by unsatisfactory 

work or any other default on his part. The decision of the Engineer in 

this regard shall be final and conclusive against the Contractor. 


61 

Dy.E.E. 

CAT-1268/59382 

Dsk-II dt.22-2-78. 

4. In the event of - 

i) Any total stoppage of work on notice from the Engineer 

under clause (1) in that behalf. 

ii) 

Withdrawal by the Contractor from the contractual obligations 

to complete the remaining unexecuted work under subclause 

(2) on account of continued suspension of work for a 

period exceeding 90 days. 

OR 

iii) Curtailment in the quantity of item or items originally 

tendered on account of any alteration, omission or substitutions in the 

specifications drawing, designs, or instructions under clause 14(1) 

where such curtailment exceeds 25% in quantity and the value of the 

quantity curtailed beyond 25 percent at the rates for the item 

specified in the tender is more than Rs. 5,000/-. 

It shall be open to the Contractor, within 90 days from the service 

of (i) the notice of stoppage of work or (ii) the notice of withdrawal 

from the contractual obligations under the contract on account 

of the continued suspension of work or (iii) notice under clause 15(1) 

resulting in such curtailment, to produce to the Engineer satisfactory 

documentary evidence that he had purchased for agreed to purchase 

material for use in the contract work, before receipt by him of the 

notice of stoppage, suspension or curtailment and require the 

Government to take over on payment such material at the rates 

determined by the Engineer, provided, however such rates shall in no 

case exceeds the rates at which the same were acquired by the 

Contractor. The Government shall thereafter take over the material so 

offered, provided the quantities offered, are not in excess of the 

requirements of the unexecuted work as specified in the accepted 

tender and are of quality and specifications approved by the Engineer. 

No claim to any 

payment or 


alteration in or 

restriction of 

work. 

Clause 15 (A) - The Contractor shall not be entitled to claim any 

compensation from Government for the loss suffered by him on 

account of delay by Government in the supply of materials entered in 

Schedule A where such delay in caused by - 

i) Difficulties relating to the supply of railway wagons. 

ii) 

iii) 

iv) 

Force majeure. 

Act of God. 

Act of enemies of the State or any other reasonable cause 

beyond the control of Government. 


62 

Dy.E.E. 

Time limit for 

unforeseen 

claims. 

Action and 

compensation 

payable in case 

of bad work. 

P.W.D. Resolution 

No. CAT-1087/ 

CR-94/ 

Bldg.2 dt.14-6-89. 

Work’s to be 

opened to 

inspection. 

Contractor or 

responsible 

agent to be 

present. 

In the case of such delay in the supply of materials, Government 

shall grant such extension of time for the completion of the works as 

shall appear to the Executive Engineer to be reasonable in accordance 

with the circumstances of the case. The decision of the Executive 

Engineer as to the extension of time shall be accepted as final by the 

Contractor. 

Clause 16 :- Under no circumstances whatever shall the Contractor 

be entitled to any compensation from Government on any account 

unless the Contractor shall have submitted claim in writing to the 

Engineer-in-charge within one month of the case of such claim 

occurring. 

Clause 17 :- If at any time before the security deposit or any part 

thereof is refunded to the Contractor it shall appear to the Engineerin-charge 

or his subordinate in charge of the work, that any work has 

been executed with unsound, imperfect or unskillful workmanship or 

with materials of inferior quality or that any materials or articles 

provided by him for the execution of the work are unsound or of a 

quality inferior to the that Contracted for, or are otherwise not in 

accordance with the Contract, it shall be lawful for the Engineer-incharge 

to intimate this fact in writing to the Contractor and then not 

with standing the fact that the work, materials or articles complained 

of may have been inadvertently passed, certified and paid for, the 

Contractor shall be bound forthwith to rectify, or remove and 

reconstruct the work so specified in whole or in part, as the case may 

be require or if so required shall remove the materials or articles so 

specified and provide other proper and suitable materials or articles at 

his own charge and cost and in the event of his failing to do so within 

a period to be specified by the Engineer-in-charge in the written 

intimation aforesaid, the contractor shall be liable to pay 

compensation at the rate of one percent on the amount of the estimate 

for every day not exceeding 10 days during which the failure so 

continuous and in the case of any such failure the Engineer-in-charge 

may rectify or remove and re-execute the work or remove and replace 

the materials or articles complained of, as the case may be at the risk 

and expense in all respects of the Contractor. Should the Engineer-incharge 

consider that any such inferior work or materials as described 

above may be accepted or made use of it shall be within his discretion 

to accept the same at the such reduce rates as he may fix therefor. 

Clause 18 :- All works under or in course of execution or executed in 

pursuance of the contract shall at all times be open to the inspection and 

supervision of the Engineer-in-charge and his subordinates, and the 

Contractor shall at all times during the usual working hours, and at all 

other times at which reasonable notice of the intention of the Engineerin-charge 

and his subordinates to visit the work shall have been given to 

the contractor, either himself be present to receive orders and 

instructions , or have a responsible agent duly accredited in writing 

present for that purpose. Orders given to the Contractors duly authorized 

agent shall be considered to have the same force and effect as if they had 

been given to the Contractor himself. 


63 

Dy.E.E. 

Notice to be 

given before 

work is covered 

up. 

Contractor liable 

for damage done, 

and for 

imperfections. 

P.W.D. Resolution 

No.CAT-1087/CR- 

94/Bldg.2.dt.14-6- 

89. 

Clause 19 :- The Contractor shall give not less than five days notice 

in writing to the Engineer-in-charge or his subordinate in charge of 

the work before covering up or otherwise placing beyond the reach of 

measurement any work in order that the same may be measured and 

correct dimension thereof taken before the same is so covered up or 

placed beyond the reach of measurement and shall not cover up or 

place beyond the reach of measurement any work without the 

consent in writing of the Engineer-in-charge or his subordinate in 

charge of the work, and if any work shall be covered up or placed 

beyond the reach of measurement, without such notice having been 

given or consent obtained the same shall be uncovered at the 

Contractors expense, and in default thereof no payment or allowance 

shall be made for such work or for the materials with which the same 

was executed. 

Clause 20 :- If during the period of 60 (Sixty) months from the date 

of completion as certified by the Engineer-in-charge pursuant to 

clause 7 of the contract, and if in the opinion of the Executive 

Engineer the said work is defective in any manner whatsoever, the 

Contractor shall forthwith on receipt of notice in that behalf from the 

Executive Engineer, duly commence execution and completely carry 

out at his cost in every respect all the work that may be necessary for 

rectifying and setting right the defects specified therein including 

dismantling and reconstruction of unsafe portions strictly in 

accordance with and in the manner prescribed and under the 

supervision of the Executive Engineer. In the event of the Contractor 

failing or neglecting to commence execution of the said rectification 

work within the period prescribed therefore in the said notice and /or 

to complete the same as aforesaid as required by the said notice, the 

Executive Engineer may get the same executed and carried out 

departmentally or by any other agency at the risk, on account and at 

the cost of the Contractor. The Contractor shall forthwith on demand 

pay to the Government the amount of such cost, charges and expenses 

sustained or incurred by the Government of which the certificate of 

the Executive Engineer shall be final and binding on the Contractor. 

Such costs, charges and expenses shall be deemed to be arrears of 

land revenue and in the event of the Contractor failing or neglecting 

to pay the same on demand as aforesaid without prejudice to any 

other rights and remedies of the Government, the same may be 

recovered from the contractor as arrears of land revenue. The 

Government shall also be entitled to deduct the same from any 

amount which may then be payable or which may thereafter become 

payable by the Government to the contractor either in respect of the 

said work or any other work whatsoever or from the amount of 

security deposit retained by Government. 


64 

Dy.E.E. 

Contractor to 

supply plant, 

ladders 

scaffoldings, 

etc. 

And is liable for 

damages arising 

from non 

provisions 

of lights, fencing 

etc. 

Clause 21 :- The Contractor shall supply at his own cost all material 

(except such special materials, if any as may, in accordance with the 

contract, be supplied from the P.W. Departmental stores), plant, tools 

appliances, implements, ladders, cordage, tackles, scaffolding and 

temporary works requisite or proper for the proper execution of the 

work, whether in the original, altered or substituted from, and whether 

included in the specification or other documents forming part of the 

contract or referred to in these conditions or not and which may be 

necessary for the purpose of satisfying or complying with the 

requirements of the Engineer-in-charge as to any matter as to which 

under these conditions he is entitled to be satisfied, or which he is 

entitled to require together with the carriage therefore to and from the 

work. The Contractor shall also supply without charge the requisite 

number of persons with the means and materials necessary for the 

purpose of setting out works and counting, weighing and assisting in 

the measurement or examination at any time and from time to time of 

the work or the materials, failing which the same may be provided by 

the Engineer-in-charge at the expense of the contractor and the 

expenses may be deducted from any money due to the Contractor 

under the contract or from his security deposit or the proceeds of sale 

thereof, or of sufficient portion thereof. The Contractor shall provide 

all necessary fencing and lights required to protect the public from 

accident, and shall also be bound to bear the expenses of defence of 

every suit, action or other legal proceeding, that may be brought by 

any person for injury sustained owing to neglect of the above 

precautions, and to pay any damages and cost which may be awarded 

in any such suit, action or proceedings to any such person, or which 

may with the consent of the Contractor be paid for compromising any 

claim by any such person. 

Clause 21 (A) :- The Contractor shall provide suitable scaffolds and 

working platforms, gangways and stairways and shall comply with 

the following regulations in connection therewith - 

a) Suitable scaffolds shall be provided for workmen for all works 

that cannot be safely done from a ladder or by other means. 

b) A scaffold shall not be constructed, taken down or 

substantially altered except. 

i) under the supervision of a competent and responsible person; 

and 

ii) as far as possible by competent workers possessing adequate 

experience in this kind of work. 

c) All scaffolds and appliances connected therewith and all 

ladders shall - 

i) be of sound material. 

ii) be of adequate strength having regard to the loads and strains 

to which they will be subjected, and 

iii) be maintained in proper condition. 


65 

Dy.E.E. 

d) Scaffolds shall be so constructed that no part thereof can be 

displaced in consequence of normal use. 

e) Scaffold shall not be over-loaded and so far as practicable the 

load shall be evenly distributed. 

f) Before installing lifting gear on scaffolds special precautions 

shall be taken to ensure the strength and stability of the 

scaffolds. 

g) Scaffolds shall be periodically inspected by a competent 

person. 

h) Before allowing a scaffold to be used by his workmen the 

Contractor shall whether the scaffold has been erected by 

his workmen or not, take steps to ensure that it complies 

fully with the regulations herein specified. 

i) Working platform, gangway, stairways shall - 

i) be so constructed that no part thereof can sag 

unduly on unequally. 

ii) 

iii) 

be so constructed and maintained, having regard to the 

prevailing conditions as to reduce as for as practicable 

risks of persons tripping or slipping and 

be kept free from any unnecessary obstruction 

j) In the case of working platform, gangways, working 

places and stairways at a height exceeding 3.00 meters, 

i) every working platform and every gangway shall 

be closely boarded unless other adequate 

measures are taken to ensure safety, 

ii) every working platform and gangway shall have 

adequate width; and 

iii) 

every working platform and gangway, working place 

and stairway shall be suitable fenced. 

k) Every opening in the floor of a building or in a working 

platform shall expect for the time and to the extent require to 

allow the excess of persons or the transport or shifting of 

material be provided be suitable means to prevent the fall of 

persons or material. 


66 

Dy.E.E. 

l) When persons are employed on a roof where there is a danger 

of falling from a height exceeding 3.00 meters (to be 

specified) suitable precautions shall be taken to prevent the fall 

of persons or materials. 

m) Suitable precautions shall be taken to prevent persons being 

struck by articles which might fall from scaffolds or other 

working places. 

n) Safe means of access shall be provided to all working 

platforms and other working places. 

o) The Contractor/(s) will have to make payments to labourers as 

per Minimum Wages Act. 

Clause 21 (B) :- The Contractor shall comply with the following 

regulations as regards the Hoisting Appliances to be used by him :- 

a) Hoisting machines and tackles, including their attachments, 

anchorages and supports shall. 

i) be of good mechanical construction, sound material and 

adequate strength and free from patent defect; 

and 

ii) be kept in good repair and in good working order. 

b) Every rope used in hoisting or lowering materials or as a 

means of suspension shall be of suitable quality and adequate strength 

and free from patent defect. 

c) Hoisting machines and tackles shall be examine and 

adequately tested after erection on the site and before use and be reexamined 

in position at intervals to be prescribed by the Government . 

d) Every chain, ring, hook, shackle, swivel and pulley block used 

in hoisting or lowering materials or as a means of suspension shall be 

periodically examined. 

e) Every crane driver or hoisting appliance operator shall be 

properly qualified. 

f) No person who is below the age of 18 years shall be in 

control of any hoisting machine, including any scaffold, or give 

signals to the operator. 

g) In case of every hoisting machine and of every chain, ring, 

hook, shackle, swivel and pulley block used in hoisting or lowering or 

as a means of suspension, the safe working load shall be ascertained 

by adequate means. 


67 

Dy.E.E. 

h) Every hoisting machine and all gear referred to in preceding 

regulation shall be plainly marked with the safe working load. 

i) In the case of a hoisting machine having a variable safe 

working load each safe working load and the conditions under which 

it is applicable shall be clearly indicated. 

j) No part of any hoisting machine or any gear referred to in 

regulation (h) above shall be loaded beyond the safe working load 

except for the purpose of testing. 

k) Motors, gearing transmissions, electric wiring and other 

dangerous parts of hoisting appliances shall be provided with efficient 

safeguards. 

l) Hoisting appliances shall be provided with such means as will 

reduce to a minimum the risk of the accidental descent of the load. 

m) Adequate precaution shall be taken to reduce to a minimum 

the risk of any part of a suspended load becoming accidentally 

displaced. 

Measure for 

prevention of fire. 

Clause 22 :- The Contractor shall not set fire to any standing jungle, 

trees, brushwood or grass without a written permit from the Executive 

Engineer. When such permit is given, and also in all cases when 

destroying, cut or dug up trees, brushwood, grass etc. by fire, the 

Contractor shall take necessary measures to prevent such fire 

spreading to or otherwise damaging surrounding property. 

The Contractor shall make his own arrangements for drinking water 

for the labour employed by him and provide sanitary and other 

arrangements. 

Liability of 

contractor for 

any damage done 

in or outside 

work area. 

Clause 23 :- Compensation for all damages done intentionally or 

unintentionally by Contractors labour whether in or beyond the limits 

of the Government property including any damage caused by the 

spreading of fire mentioned in Clause 22 shall be estimated by the 

Engineer-in-charge subject to the decision of the Superintending 

Engineer on appeal shall be final and the Contractor shall be bound to 

pay the amount of the assessed compensation on demand, failing 

which the same will be recovered from the Contractor as damage in 

the manner prescribed in Clause 1 or deducted by the Engineer-incharge 

from any sums that may be due or become due from 

Government to Contractor under this contract or otherwise. 

The Contractor shall bear the expenses of defending any action or 

other legal proceedings that may be brought by any person for injury 

the spread sustained by him owing to neglect of precautions to 

prevent the spread of fire and he shall pay any damages and cost that 

may be awarded by the court in consequence. 


68 

Dy.E.E. 

Employment of 

female labour 

Work on Sunday 

Work not to be 

sublet 

Contract may be 

rescinded and 

security deposit 

forfeited for 

subletting it 

without approval 

or for bribing a 

public officer or 

if contractor 

becomes 

insolvent. 

Sum payable by 

way of 

compensation to be 

considered as 

reasonable 

compensation 

without reference 

to actual loss. 

Change in the 

constitution of 

firm to be 

notified. 

Direction and 

control of the 

Superintending 

Engineer. 

Clause 24 :- The employment of female labours on works in 

neighborhood of soldiers barracks should be avoided as far as 

possible. The contractor shall employ the labours from the nearest 

Employment Exchange. 

Clause 25 :- No work shall be done on a Sunday without the sanction 

in writing of the Engineer-in-charge. 

Clause 26 :- The contract shall not be assigned or sublet without the 

written approval of the Engineer-in-charge. And if the Contractor 

shall assign or sublet his contract, or attempt to do so, or become 

insolvent or commence any proceedings to get himself adjudicated 

and insolvent or make any composition with his creditors, or attempt 

so to do or if bribe, gratuity, gift loan, perquisite, reward or 

advantage, pecuniary or otherwise shall either directly or indirectly be 

given, promised or offered by the Contractor or any of his servants or 

agents to any public officer or person in the employ of Government in 

any way relating to his office or employment, or if any such officer 

or person shall become in any way directly or indirectly interested in 

the contract, the Engineer-in-charge may thereupon by notice in 

writing rescind the contract, and the security deposit of the Contractor 

shall thereupon stand forfeited and be absolutely at the disposal of 

Government, and the same consequences shall ensure as if the 

contract had been rescinded under Clause 3 thereof and in addition the 

Contractor shall not be entitled to recover or be paid for any work 

therefor actually performed under the contract. 

Clause 27 :- All sums payable by a Contractor by way of 

compensation under any of these conditions shall be considered as a 

reasonable compensation to be applied to the use of Government 

without reference to the actual loss or damages sustained, and whether 

any damage has or has not been sustained. 

Clause 28 :- In the case of tender by partners, any change in the 

constitution of a firm shall be forthwith notified by the Contractor to 

the Engineer-in-charge for his information. 

Clause 29 :- All works to be executed under the contract shall be 

executed under the direction and subject to the approval in all respects 

of the Superintending Engineer of the Circle, for the time being, who 

shall be entitled to direct at what point or points and in what manner 

they are to be commenced, and from time to time carried on. 


69 

Dy.E.E. 

Direction and 

control of the 

Superintending 

Engineer. 

Clause 30 (1) :- Except where otherwise specified in the contract and 

subject to the powers delegated to him by Government under the 

code, rules then in the force, the decision of the Superintending 

Engineer of the Circle for the time being shall be final, conclusive and 

binding on all parties of the contract upon all questions relating to the 

meaning of the specifications, designs, drawings and instruction 

hereinbefore mentioned and as to the quality of workmanship or 

materials used on the work, or as to any other question, claim right, 

matter or things whatsoever, if any way arising out of, or relating to 

the contract, designs, drawings, specifications, estimates , 

instructions, orders, or other conditions, or otherwise concerning the 

works, or the execution, or failure to execute the same, whether 

arising during the progress of the work, or after the completion or 

abandonment thereof. 

Clause 30 (2) :- The Contractor may within thirty days of receipt by 

him of any order passed by the Superintending Engineer of the Circle 

as aforesaid appeal against it to the Chief Engineer, concerned with 

the contract work or project provided that - 

(a) The accepted value of the contract exceeds Rs. 10 lakhs 

(Rupees Ten lakhs) 

(b) Amount of claim is not less than Rs. 1.00 Lakh 

(Rupees One Lakh). 

Clause 30 (3) :- If the Contractor is not satisfied with the order 

passed by the Chief Engineer as aforesaid, the Contractor may, within 

thirty days of receipt by him of any such order appeal against it to the 

concerned Secretary, Public Works Department/Irrigation Department 

who, if convinced that Prima-facie the Contractors claim rejected by 

Superintending Engineer/Chief Engineer is not frivolous and that 

there is some substance in the claim of the Contractor as would merit 

a detailed examination and decision by the Standing Committee, shall 

put up to the Standing Committee at Government level for suitable 

decision 

( vide PW Circular No. CAT-1086-CR-110/Bldg.2 Dated 7.5.1986). 

Stores of Clause 31 :- The Contractor shall obtain from the P.W. 

European or Departmental stores all stores and articles of European or American 

American manufacture which may be required for the work, or any part thereof 

manufacture to or in making up any articles required thereof in connection therewith 

be obtained from unless he has obtained permission in writing from the Engineer-incharge 

Government 

to obtained such stores and articles elsewhere. The value of 

such stores and articles as may be supplied to the Contractor by the 

Engineer-in-charge will be debited to the Contractor in his account at 

the rate shown in the said schedule in from 'A' attached to the 

Contract and if they are not entered in the schedule, they shall be 

debited to him at cost price which for the purpose of this Contract 

shall include the cost of carriage and all other expenses whatsoever, 

which shall have been incurred in obtaining delivery of the same at 

the stores aforesaid. 


Dy.E.E. 

70 

Lump-sum in 

estimates. 

Action where no 

specifications. 

Definition of 

work. 

Contractor’s 

percentage 

whether applied 

to net or gross 

amount of bill. 

Quarry fees and 

royalties. 

Clause 32 :- When the estimate on which a tender is made includes 

lump sums in respect of part of the work, the Contractor shall be 

entitled to payment in respect of the items of work involved or the 

part of the work in question at the same rates as payable under this 

Contract for each items, or if the parts of the work in question is not 

in the opinion of the Engineer-in-charge capable of measurement, the 

Engineer-in-charge may at his discretion pay the lump sum amount 

entered in the estimate and the certificate in writing of the Engineerin-charge 

shall be final and conclusive against the Contractor with 

regard to any sum or sums payable to him under the provisions of this 

clause. 

Clause 33 :- In the case of any class of work for which there is no 

such specification as is mentioned in Rule 1 of Form B-1 such work 

shall be carried out in accordance with the Divisional specifications, 

and in the event of there being no Divisional specification, then in 

such case the work shall be carried out in all respects in accordance 

with all instructions and requirements of the Engineer-in-charge . 

Clause 34 :- The expression "Work" or "Works" where used in these 

conditions, shall unless there be something in the subject or context 

repugnant to such construction, be constructed to mean the work or 

works contracted to be executed under or in virtue of the contract, 

whether temporary or permanent and whether original, altered, 

substituted or additional. 

Clause 35 :- The percentage referred to in the tender shall be 

deducted from/added to the gross amount of the bill before deducting 

the value of any stock issued. 

Clause 36 :- All quarry fees, royalties, octroi dues and ground rent 

for stacking materials, if any, should be paid by the contractor. 

Compensation 

under workmen's 

Compensation 

Act. 

Clause 37 :- The Contractor shall be responsible for and shall pay 

any compensation to his workmen payable under the Workmen's 

Compensation Act.1923 (VIII of 1923), (hereinafter call the said Act) 

for injuries caused to the workmen. If such compensation is 

payable/paid by the Government as principal under sub-section (1) of 

Section 12 of the said Act on behalf of the Contractor, it shall be 

recoverable by the Government from the Contractor under sub-section 

(2) of the said section. Such Compensation shall be recovered in the 

manner laid down in Clause 1 above. 


Dy.E.E. 

71 

Clause 37 (A) :- The Contractor shall be responsible for and shall pay 

the expenses of providing medical aid to any workmen who may 

suffer a bodily injury as a result of an accident. If such expenses are 

incurred by Government the same shall be recoverable from the 

Contractor forthwith and be deducted without prejudice to any other 

remedy of the Government from any amount due or that may become 

due to the Contractor . 

Clause 37 (B) :- The Contractor shall provide all necessary personal 

safety equipment and first aid apparatus available for the use of the 

persons employed on the site and shall maintain the same in condition 

suitable for immediate use at any time and shall comply with the 

following regulations in connection therewith :- 

a) The workers shall be required to use the equipments so 

provided by the Contractor and the Contractor shall take adequate 

steps to ensure proper use of the equipment by those concerned. 

b) When work is carried on in proximity to any place where there is a 

risk of drowning all necessary equipment shall be provided and kept 

ready for use and all necessary steps shall be taken for the prompt 

rescue of any person in danger. 

c) Adequate provision shall be made for prompt first aid treatment of 

all injuries likely to be sustained during the course of the work. 

Clause 37 (C) :- The Contractor shall duly comply with the 

provisions of "The Apprentices Act. 1961" (III of 1961) the rules 

made thereunder and the orders that may be issued from time to time 

under the said Act and the said Rules and on his failure or neglect to 

do so he shall be subjected to all the liabilities and penalties provided 

by the said Act and said Rules. 

(Govt. Circular No. CAT-6076/3336/(400)/Bldg.2 dt. 16-8-1985.) 

Claim for 

quantities of 

work entered in 

the tender or 

estimates. 

Clause 38 :- (1) Quantities shown in the tender are approximate and 

no claim shall be entertained for quantities of work executed being 

either more or less than those entered in the tender or estimate. 

(2) Quantities in respect of the several items shown in the tender are 

approximate and no revision in the tendered rates shall be permitted 

in respect of any of the items so long as, subject to any special 

provision contained in the specifications prescribing a different 

percentage of permissible variation in the quantity of the item does 

not exceed the tender quantity by more than 25 percent and so long as 

the value of the excess quantity beyond this limit at the rate of the 

items specified in the tender, is not more than Rs.5,000/- 


72 

Dy.E.E. 

(3) The contractor shall if ordered in writing by the Engineer so to 

do, also carry out any quantities in excess of the limit mentioned in 

sub-clause (i) hereof on the same conditions as and in accordance 

with the specifications in the tender and at the rates (i) derived from 

the rates entered in the current schedule of rates and in the absence of 

such rates (ii) at the rates prevailing in the market. The said rates 

increased or decreased as the case may be, by the percentage which 

the total tendered amount bears to the estimated cost of the work as 

put to tender based upon the schedule of rates applicable to the year 

in which the tenders were accepted (For the purpose of operation 

of this clause, this cost shall be as worked out from D.S.R. 

prevailing at the time of acceptance of tender.) 

(4) Claims arising out of reduction in the tendered quantity of any 

item beyond 25 percent will be governed by the provision of clause 

15 only when the amount of such reduction beyond 25 percent at the 

rate of the item specified in the tender is more than Rs.5,000/- (This 

clause is not applicable to extra items) 

Employment of 

famine labour 

etc. 

Claim for 


delay in starting 

of work. 

Claim for 


delay in 

execution of 

work. 

Entering upon or 

commencing any 

portion of work. 

Minimum age of 

persons 

employed, the 

employment of 

donkeys and / or 

other animals 

and the payment 

of fair wages. 

Clause 39 - The Contractor shall employ any famine, convict or 

other labour of a particular kind or class if ordered in writing to do so 

by the Engineer-in-charge. 

Clause 40 - No compensation shall be allowed for any delay caused 

in the starting of the work on account of acquisition of land or, in the 

case of clearance works, on account of any delay in according 

sanction to estimates. 

Clause 41 - No compensation shall be allowed for any delay in the 

execution of the work on account of water, standing in borrow pits or 

compartments. The rates are inclusive for hard or cracked soil, 

excavation in mud, sub-soil water or water standing in borrow pits 

and no claim for an extra rate shall be entertained unless otherwise 

expressly specified. 

Clause 42 - The Contractor shall not enter upon or commence any 

portion of work except with written authority and instructions of the 

Engineer-in-charge or his subordinate in charge of the work. Failing 

such authority the Contractor shall have no claim to ask for 

measurements of the payment for work. 

Clause 43 (i) :- No contractor shall employ any person who is under 

the age of 18 years. 

(ii) No contractor shall employ donkeys or other animals with 

breaching of string or thin ropes. The breaching must be at least 

three inches wide and should be of tape (Nawar). 

(iii) No animal suffering from sores, lameness or emaciation or 

which is immature shall be employed on the work. 


73 

Dy.E.E. 

(iv) The Engineer-in-charge or his Agent is authorized to 

remove from the work, any person or animal found working 

which does not satisfy these conditions and no responsibility 

shall be accepted by Government for any delay caused in the 

completion of the work by such removal. 

(v) The contractor shall pay fair and reasonable wages to the 

workmen employed by him, in the contract undertaken by him. 

In the event of any dispute arising between the contractor and his 

workmen on the grounds that the wages paid are not fair and 

reasonable, the dispute shall be referred without delay to the 

Executive Engineer shall be conclusive and binding on the 

contractor but such decision shall not in any way affect the 

conditions in the contract regarding the payment to be made by 

Government at the sanctioned tender rates. 

(vi) Contractor shall provide drinking water facilities to the 

workers. Similar amenities shall be provided to the workers 

engaged on large work in urban areas. 

(vii) All facilities provided in the contract labour (Regulation 

and Abolition Act 1971), The Maharashtra Contract Labour 

Regulation and Abolition Rule 1971 should be provided. 

Method of 

payment. 

Acceptance of 

conditions 

compulsory before 

tendering for work. 

Employment of 

scarcity labour. 

Clause 44 :- Payment to contractors shall be made by cheque drawn 

on any treasury within the division convenient to them, provided the 

amount exceeds Rs.10. Amounts not exceeding Rs.10 will be paid in 

cash. 

Clause 45 :- Any contractor who does not accept these conditions 

shall not be allowed to tender for works. 

Clause 46 :- If Government declares a state of scarcity of famine to 

exist in any village situated within 10 miles of the work the 

Contractor shall employ upon such parts of the work, as are suitable 

for unskilled labour, any person certified to him by the Executive 

Engineer, or by any person to whom the Executive Engineer may 

have delegated this duty in writing to be in need of relief and shall be 

bound to pay to such person wages not below the minimum which 

Government may have fixed in this behalf. Any disputes which may 

arise in connection with the implementation of this clause shall be 

decided by the Executive Engineer whose decision shall be final and 

binding on the Contractor . 


74 

Dy.E.E. 

Clause 47 :- The price quoted by the Contractor shall not in any case 

exceed the control price, if any, fixed by Government or reasonable 

price which it is permissible for him to charge a private purchaser for 

the same class and description of goods under the provision of 

Hoarding and Profiteering Prevention Ordinance, 1948 as amended 

from time to time. If the price quoted exceeds the controlled price or 

the price permissible under Hoarding and Profiteering Prevention 

Ordinance the Contractor will specifically mention this fact in his 

tender alongwith the reasons for quoting such higher prices. The 

purchaser at his discretion will in such case exercise the right of 

revising the price at any stage so as to conform with the controlled 

price on the permissible under the Hoarding and Profiteering 

Prevention Ordinance. This discretion will be exercised without 

prejudice to any other action that may be taken against the Contractor. 

Clause 47 (A) :- The tender rates are inclusive of all taxes, rates, 

cesses and are also inclusive of leviable tax in respect of sale by 

transfer of property in goods involved in the execution of a work 

contract under the provision of Rule -58 of Maharashtra Value Added 

Tax Act- 2005, for the purpose of levy of Tax. 

(As per GR.No. BDG-2005/CR-324/Bldg-2 Dt.3/3/2006) 

Clause 48 :- The rates to be quoted by the Contractor must be 

inclusive of VAT Tax and all other relevant taxes. No extra payment 

of this account will be made to the Contractor. 

Clause 49 :- In case of materials that may remain surplus with the 

Contractor from those issued for the work contracted for, the date of 

ascertainment of the materials being surplus will be taken as the date 

of sale for the purpose of sales tax and the sales tax will be recovered 

on such sale. 

Clause 50 :- The Contractor shall employ the unskilled labour to be 

employed by him on the said work only from locally available labour 

and shall give preference to those persons enrolled under Maharashtra 

Government Employment and Self Employment Department's 

Scheme. 

Provided, however, that if the required unskilled labours are 

not available locally, the Contractor shall in the first instance employ 

such number of persons as is available and thereafter may with 

previous permission, in writing of the Executive Engineer-in-charge 

of the said work, obtain the rest of requirement of unskilled the labour 

from outside the above scheme. 


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Dy.E.E. 

Clause 51 :- The contractor shall pay the labourers (skilled and 

unskilled) according to the wages prescribed by the Minimum Wages 

Act of 1948 applicable to the area in which the work of the contract 

is located. The contractor shall comply with the provision of the 

Apprentices Act, 1961, and the rules and orders issued thereunder 

from time to time, if he fails to do so his failure will be a breach of 

the contract and the Superintending Engineer, may in his discretion 

may cancel the contract. The Contractor shall also be liable, for any 

precautionary liability, arising on account of any violation by him of 

the provision of Act. 

The contractor shall pay labourers skilled and unskilled 

according to the wages prescribed by the Minimum Wages Act, of 

1948 applicable to the area in which work lies. 

The contractor to take precautions against accidents which take 

place on account of labour using loose garments while working 

machinery. 

Government 

Circular No. CAT- 

1284/(120) /Bldg.2 

dt. 14.8.85. 

Clause 52 :- All amounts whatsoever which the contractor is liable 

to pay to the Government in connection with the execution of the 

work including the amount payable in respect of (i) materials and / or 

stores supplied/ issued hereunder by the Government to the 

contractor. (ii) hire charges in respect of heavy plant, machinery and 

equipment given on hire, by the Government to the contractor for 

execution by him of the work and/or on which advances have been 

given by the Government to the contractor shall be deemed to be 

arrears of Land Revenue and the Government may without prejudice 

to any other rights and remedies of the Government recover the same 

from the contractor as arrears of land revenue. 

(CAT-1274/40364/Desk-2 dt. 7-12-76) 

Clause 53 :- The Contractor shall duly comply with all the 

provisions of the Contract Labour (Regulation and Abolition ) Act, 

1970 (37 of 1970) and the Maharashtra Contract Labour (Regulation 

and Abolition) Rules, 1971 as amended from time to time and all 

other relevant statutes and statutory provisions concerning payment of 

wages particularly to workmen employed by the Contractor and 

working on the site of the work. In particular the Contractor shall pay 

wages to each worker employed by him on the site of the work at the 

rates prescribed under the Maharashtra Contract Labour (Regulation 

and Abolition) Rules, 1971. If the Contractor fails or neglects to pay 

wages at the said rates or makes short payment and the Government 

makes such payment of wages in full or part thereof less paid by the 

Contractor as the case may be the amount so paid by the Government 

to such workers shall be deemed to be an arrears of land revenue and 

the Government shall be entitled to recover the same as such from the 

contractor or deduct the same from the amount payable by the 

Government to the Contractor hereunder or from any other amount/s 

payable to him by the Government. 


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Dy.E.E. 

Clause 54 :- The contractor shall engage apprentice such as brick 

layer, carpenter, wiremen, plumber, as well as blacksmith by 

recommended by the State Apprenticeship Advisor Director of 

Technical Education, Dhobi Talaw, Mumbai :400 001. In the 

construction work (as per Government of Maharashtra, Education 

Government No.TSA/5170/T5689, dated 7.7.1972). 

Conditions for 

malaria 

eradication anti 

malaria and 

other health 

measures 

Clause 55 :- (Government of Maharashtra P.W.D. Resolution No. 

CAT/1086/CR-243/K/Bldg.32 Dt. 11.8.1987) 

A. The anti malaria and other health measures shall be as directed 

by the joint Director (Malaria and Filaria) of Health Service, 

Pune. 

B. Contractor shall see that mosquitoegenic conditions are not 

created so as to keep vector population to minimum level. 

C. Contractor shall carry out anti-malaria measures in the area as 

per guidelines prescribed under National Malaria Eradication 

Program and as directed by the Joint Director (M & F) of 

Heath Services, Pune. 

D. In case of default in carrying out prescribed anti-malaria 

measures resulting in increase in malaria incidence, contractor 

shall be liable to pay to Corporation the amount spent by 

Government on anti malaria measures to control the situation in 

addition to fine. 

E. RELATIONS WITH PUBLIC AUTHORITIES 

The Contractor shall make sufficient arrangements for draining 

away the sewage water as well as water coming from the 

bathing and washing places and shall dispose off this water in 

such a way as not to cause any nuisance. He shall also keep the 

premises clean by employing sufficient number of sweepers. 

The Contractor shall comply with all rules, regulations, byelaws 

and directions given from time to time by any local or 

public authority in connection with this work and shall pay fees 

or charges which are livable on him without any extra cost of 

Government. 

( Government of Maharashtra P.W.D. Resolution No.CAT-1086/CR- 

243/D-Bldg.2 dated 11.9.1987.) 


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Dy.E.E. 

ADDITIONAL INSTRUCTIONS TO TENDERERS 

WHILE TENDERING FOR THE WORKS 

Person tendering for the work covered by the Schedule will be required to complete the work 

within the periods specified below : 

Name of work 

CONSTRUCTION OF MAJOR 

BRIDGE CONNECTING 

DAHIVALI TO SAWARDA 

RAILWAY STATION ON 

KAPASHI RIVER ON VR-113 

AT KM. 0/950 IN TALUKA 

CHIPLUN 

DISTRICT 

RATNAGIRI. (UNDER NABARD 

RIDF-XVIII). 

To start from the date 

of issue of work order 

To complete 

Within 18 (Eighteen) 

Calendar Months 

including monsoon 

period. 

1. COMPETANCY OF TENDER : 

The work will be awarded only to those contractors who are considered to be 

substantially responsive bidders, capable of performing the class of work to be 

completed. Before passing the final award any or all bidders may have to show that he 

has the necessary experience, facilities, ability and financial resources to execute the 

work in satisfactory manner and also within the stipulated time. 

2. PAYMENTS : 

The tenderers must understand clearly that the rates quoted are for completed work 

and include all costs due to labour, all leads and lifts involved and if further 

necessitated, scaffolding plant, supervision, service works, power, royalties, octroi, 

taxes etc. and to include all to cover the cost of lighting on night work if any and 

round the clock work as and when required and no claim for additional payment 

beyond the prices or rates quoted will be entertained and the tenderers will not be 

entitled subsequently to make any claim on the ground of any representation or on any 

promise by any person (whether member in the employment of any Public Works 

Department or not ) or on the ground of any failure on his part to obtain all necessary 

information for the purpose of making his tender and fixing the several prices and 

rates therein relieve him from any risks or liabilities arising out of the tender. 


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Dy.E.E. 

3. ERASER : 

Persons tendering are informed that no erasers of any alterations by them in the text of 

the documents set herewith will be allowed and any such eraser or an alteration will 

be disregarded. If there is any error in writing, no overwriting should be done but the 

wrong words or figures should be struck out and the correct one written above or near 

it in an unambiguous way. Such correction should be initialed and dated. 

4. ACCEPTANCE : 

Intimation of acceptance of tender will be given by a telegram or a letter sent by 

Registered Post to the address given below the signature of the tenderer in the tenders. 

The tenders which do not fulfill any of the above conditions or those in the form and 

which are incomplete in any respect shall be liable for rejection. 

5. PRECAUTIONS TO BE TAKEN BY THE CONTRACTOR TO PREVENT 

ACCIDENT : 

i) No live electric lines should be allowed to run along the ground in blasting zone and 

they should be at least about 10 ft. above ground if not more. 

ii) 

The wiring cable should not be taken near the live electric line and it should be 

preferably shot firing cable as supplied by the supplier of explosives. If such a cable 

is not available a substitute cable recommended by the explosive suppliers should 

only be used. Under no circumstances should cable made up of several pieces jointed 

and tapped be used. 

iii) The blasting shed from where the exploder is to finally operated should be at least 150 

metre away from the area to be blasted. It should have a strong roof which can with 

stand the impact of flying stones at this range. 

iv) 

Only trained hands should be allowed to handle explosives, cable detonators etc. 


79 

Dy.E.E. 

6.1 CONTRACTOR TO INFORM HIMSELF FULLY : 

The contractors shall be deemed to have carefully examined the work and site 

conditions including labour, the general and special conditions, the specifications, 

schedules and drawings and shall be deemed to have visited the site of the work and 

to have fully informed himself regarding the local conditions and carried out his own 

investigations to arrive at the rates quoted in the tender. In this regard, he will be 

given necessary information to the best of the knowledge of Department but without 

any guarantee about it. 

If he shall have any doubt as to the meaning of any portion of these general conditions 

or the special condition, to the scope of working of the specifications and drawings or 

any other matter concerning the contract, he shall in good time, before submitting his 

tender, set forth the particulars thereof and submit them to the Engineer in writing in 

order that such doubts may be clarified authoritatively before tendering. Once a 

tender is submitted, the matter will be decided in accordance with tender conditions in 

the absence of such authentic pre-clarification. 

6.2 ERROR, OMISSIONS AND DISCREPANCIES : 

(A) In case of errors, omissions and /or disagreement between written and scaled 

dimensions in the drawing or between the drawings and specifications etc., The 

following order of preference shall apply. 

(I) Between actual scaled and written dimensions or descriptions on a drawing, 

the later shall be adopted. 

(II) Between the written or shown description of dimensions in the drawing and 

corresponding one in the specifications, the latter shall apply. 

(III) Between the quantities shown in schedule of quantities and those arrived at 

from the drawings, the later shall be preferred. 

(B) 

In all cases of omission and / or doubts of discrepancies in the dimensions or 

description of any item or specifications, a reference shall be made to the Engineer, 

whose elucidation, elaboration or decision shall be considered as authentic. The 

contractor shall be held responsible for any errors that may occur in the work through 

lack of such reference and precaution. 


80 

Dy.E.E. 

6.3 WORKING METHODS AND PROGRESS SCHEDULES : 

(a) The Contractor shall submit within the time stipulated by the Engineer-in-charge in 

writing the details of actual methods that would be adopted by the Contractor for the 

execution of any item as required by Engineer at each of the location, supported by 

necessary detailed drawing and sketches including those of the plant and machinery 

that would be used their locations arrangement for conveying and handling materials 

etc. and obtain prior approval of the Engineer-in-charge well in advance of starting of 

such item of work. The Engineer-in-charge reserves the right to suggest 

modifications or make corrections in the method proposed by the contractor whether 

accepted previously or not at any stage of the work to obtain the desired accuracy, 

quality and progress which shall be binding on the contractor. No claim on account of 

such change in method of execution will be entertained by Government so long as 

specification of the item remain unaltered. 

(b) 

PROGRESS SCHEDULE 

The Contractor shall furnish within the period stipulated in writing by the Engineerin-charge 

of the order to start the work, progress schedule in quadruplicate indicating 

the date of actual start, the monthly progress expected to be achieved and anticipated 

completion date of each major item of work to be done by him, also indicating and 

setting up materials, plants and machinery. 

(c) 

The Contractor shall employ sufficient plant, equipment and labour as may be 

necessary to maintain the progress schedule. The working and shift hours restricted to 

one shift a day for operations to be done under the Government supervision shall be 

such as may be approved by the Engineer-in-charge . They shall not be varied 

without the prior approval of the Engineer. Night work requiring supervision shall 

not be permitted expect when specifically allowed by Engineer on each item, if 

requested by Contractor. The Contractor shall provide necessary lighting 

arrangements etc. for night work as directed by Engineer without extra cost to 

Government. 


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Dy.E.E. 

CONSTRUCTION EQUIPMENT AND LOCATION : 

I) The Contractor shall be required to give a trial run of the equipment‟s for establishing, 

their capability to achieve the laid down specifications and tolerance to the 

satisfaction of the Engineer before commencement of the work. All equipment 

provided shall be of proven efficiency and shall be operated and maintained at all 

times, in a manner acceptable to the Engineer and no equipment or personnel will be 

removed from site without permission of the Engineer . 

II) Location of Hot Mix Drum Mix Plant should be such that maximum time taken for 

transporting bituminous mix from plant site to Paver does not exceed 60 minutes. 

6.4 TREASURE TROVE : 

In the event of discovery by the Contractor or his employees, during the progress of 

the works of any treasure, fossils, minerals or any other articles or value of interest, 

the Contractor shall give immediate intimation thereof to the Engineer such treasure 

of things which shall be the property of the Government. 

6.5 QUARRIES : 

6.5.1 The Contractor (s) shall have to arrange himself / themselves to procure the quarry. 

However necessary assistance without any extra cost to Government will be rendered 

by the Department for procuring the quarries if required by the Contractor. 

6.5.2 The quarrying operation shall be carried out by the Contractor with proper equipment 

such as compressor, jack-hammers, drill bits, explosives etc. and sufficient numbers 

of workmen shall be employed so as to get the required out-turn. 

6.5.3 The Contractor shall carry out the works in the quarries in conformity with all the 

rules and regulations already laid down or that may be laid down from time to time by 

the Government . Any cost incurred by the Government due to noncompliance of any 

rules or regulations or due to damages by the Contractor shall be the responsibility of 

the Contractor. The Engineer-in-charge or his representative shall be given full 

facility by the Contractor for inspection at all times of the working of the quarry, 

records maintained, the stocks of the explosives and detonators etc. So as to enable 

him to check that the working records and storage are all in accordance with the 

relevant rules. The Engineer-in-charge or his representative shall at any times be 

allowed to inspect the work, building and equipment at the quarters. 


82 

Dy.E.E. 

6.5.4 The Contractor shall maintain at his own cost the books, registers etc. required 

to be maintained under the relevant rules and regulations and as directed by the 

Engineer-in-charge . These books shall be open for inspection at all times by the 

Engineer-in-charge or his representative and the Contractor shall furnish the copies or 

extract of books or registers as and when required. 

6.5.5 All quarrying operations shall be carried out by the Contractor in organized 

and expeditious manner, systematically and with proper planning. The Contractor 

shall engage licensed blasters and adopt electric blasting and / or any other approved 

method which would ensure complete safety to all the men engaged in the quarry and 

its surroundings. The Contractor shall himself provide suitable magazines and 

arrange to procure and store explosives etc. as required under the rules at his own 

cost. The designs and the location of the magazine shall be got approved in advance 

from the Chief inspector of Explosives and the Rules and Regulations in this 

connection as laid down by the Chief Inspector of Explosives from time to time shall 

be strictly adhered to by the Contractor . It is generally experienced that it takes time 

to obtain the necessary license for blasting and license for storage of materials from 

the concerned authorities. The Contractor must therefore, take timely advance action 

for procuring all such licenses so that the work progress may not be hampered. 

6.5.6 The approaches to the quarrying place from the existing public roads shall 

have to be arranged by the Contractor at his own cost and the approaches shall be 

maintained by the Contractor at his own cost till the work is over. 

6.5.7 The Quarrying operations shall be carried out by the Contractor to the entire 

satisfaction of the Engineer-in-charge and the development of the quarry shall be 

made efficiently so as to avoid wastage of stones. Only such stones as are of the 

required quality shall be used on the work. Any stone which is in the opinion of the 

Engineer-in-charge , not in accordance with the specifications or of required quality 

will be rejected at any time, at the quarry or at the site of work. The rejected stones 

shall not be used on the work and such rejected materials shall be removed to the 

place shown at the Contractor's cost. 


83 

Dy.E.E. 

6.5.8 Since all stones quarried from Government quarry (if made available) by the 

Contractor including the excavated over burden are the property of the 

Government , no stones or earth shall be supplied by Contractor to any other 

agencies or works and are not allowed to be taken away for any other works. 

All such surplus quarried materials not required for work under this contract 

shall be the property of the Government and shall be handed over by the 

Contractor to the Government free of cost at the quarry site duly heaped at the 

spots indicated by the Engineer-in-charge . 

6.5.9 Quarrying permission will have to be directly obtained by the 

Contractor from the Collector of the District concerned for which purpose the 

Department will render necessary assistance. All quarry fees, royalty charges, 

Octroi duties, ground rent for staking material etc. if any to be paid, shall be 

paid directly by the contractor as per prevailing rules in force. 

6.5.10 The Contractor will be permitted to erect at his own risk and cost at the 

quarry site, if suitable vacant space in Government area is available of the 

purpose, his own structures for stores, offices etc. at places approved by the 

Engineer-in-charge . On completion of the work the Contractor shall remove 

all the structures erected by him and restore the site to its original condition. 

6.5.11 The Contractor shall not use any land in the quarry for cultivation or 

for any other purpose except that required for breaking or stacking or 

transporting stones. 

6.6 COLLECTION OF MATERIALS :- 

(I) 

Where suitable and approved P.W. Department's quarries exist the 

Contractor or piece worker will be allowed if otherwise there is no objection 

to obtain the materials to the extent required for the work from the quarry. He 

will be, however, liable to pay compensation, if any damage caused to the 

quarry either deliberately or through negligence or for wastage of materials by 


84 

Dy.E.E. 

himself or his staff or labour. The Contractor shall pay necessary royalty in advance 

and shall claim refund according to rules, if admissible, and shall submit detailed 

accounts of materials quarried as directed. 

(II) 

Where no suitable P.W. Department's quarries exist or when the quantity of the 

material required cannot be obtained from a P.W. Department quarry, the Contractor 

or piece worker shall make his own arrangements to obtain the material from existing 

or a new quarry in Government waste land, private land or land belonging to other 

States or Talukas etc. After opening the quarry but before starting collection, the 

quarry shall be got approved from the Engineer-in-charge or his representatives. The 

Contractor or piece worker shall pay all royally charges, compensation etc. No claims 

or responsibility on account of any of obstructions caused to execution of the work by 

difficulties arising out of private owners of the land will be entertained. 

(III) 

The rates in the tender, include all incidental charges such as opening of a new quarry, 

opening out a new portion in an existing quarry, removing top soil and the unsuitable 

material, dewatering, quarry, cost of blasting powder and fuse, lift and lead, repairs to 

existing cart tracks, making new cart tracks, control charges, Central/State 

Government or Municipal Taxes, etc. 

(IV) 

The rates in the tender are for the delivery of the approved material on road side, 

properly stacked at the places specified by the Engineer-in-charge and are inclusive of 

conveyance charges in respect of the leads and lifts. No claims on account of changes 

in lead will be entertained. 


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Dy.E.E. 

(V) 

No material shall be removed from the land within the road boundary or from the land 

touching it without the written permission of the Engineer-in-charge or his authorized 

agent. If any material is unauthorisely obtained from such places, the Contractor or 

piece worker shall have to make good the damages and pay such compensation, in 

addition as may be decided by the Executive Engineer and will have to stop further 

collection. 

(VI) 

Any material that falls on any P.W.D. Road from the cart etc. during conveyance shall 

be immediately picked up and removed by the Contractor or piece worker, failing 

which it will be got removed departmentally at his cost. No heap shall be left prior to 

stacking even temporarily on the road surface or in any way so as to cause any 

obstruction or danger to the traffic. The Contractor or the piece worker shall be liable 

to pay for any claims of compensation etc. arising out of any accident, etc. Any such 

materials causing obstruction or danger etc. will be got removed departmentally at his 

cost and no claim for any loss or damage to the material, thus removed will be 

entertained. The Contractor shall also be responsible for the damage or accident etc. 

arising out of any material that falls on the road or track, not in charge of the 

Department and shall attend to any complaints which may be received. 

(VII) The materials shall not be stacked in place where it is liable to be damaged or lost due 

to traffic passing over it, to be washed away by rain or floods, to be buried under the 

land slides etc. or the slip down an embankment or hill side etc. No claims for any 

loss due to these and similar causes will be entertained. 

(VIII) Before stacking, the materials shall be free from all earth, rubbish, vegetable matter 

and other extraneous substance and in the case of metal, screened to gauge if so 

directed when ready. It shall be stacked entirely clear of the road way on ground 

which has been cleaned of vegetation and levelled. On high banks, ghat roads etc. 

where it may not be practicable to stack it entirely clear of the roadway, it may be 

stacked with the permission of the Engineer-in-charge on terms in such a way as to 

cause minimum danger and obstruction to the traffic or as may be directed by him. 


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Dy.E.E. 

(IX) 

The size of the stack of the materials other than rubble shall be 3 x 1.5 x 0.60 metre or 

such other size as may be directed by the Engineer-in-charge and all but one stack in 

200 metres shall be of the same uniform size and shall be uniformly distributed over 

whole lengths. One stack (at the end) in each 200 metres may be of length different 

from the rest in order to adjust total quantity to be required but its width and height 

will be the same as those of the rest. 

(X) The Sub Divisional Officer shall supply the Contractor with statement showing 200 

metres wise quantities that will be required and the order in which the collection is to 

be done. No materials in excess of requirements in that 200 metres shall be stacked. 

Any excess quantity shall be removed at the expense of the Contractor or piece 

worker to where it is required before the material in that 200 metres is finally 

measured. 

(XI) 

In stacking materials the deposition shall commence at the end of the Kilometer 

farthest from the quarry and be carried continuously to the other end (unless otherwise 

directed by the Executive Engineer ). Stacking in one 200 metres shall be completed 

before it is started in another unless directed otherwise in writing by the Executive 

Engineer . Measurements of the materials stacked in a 200 metres will not be 

recorded until the full quantity required has been stacked unless otherwise authorised 

by Engineer in writing. Collection and spreading; shall not be carried out at the same 

time in one and the same Kilometer or in two adjoining Kilometer except with the 

written permission of the Executive Engineer. 

(XII) Unless otherwise directed, the materials shall be collected in the following order 

according to availability of space. (1) Rubble (if included in tender) (2) Metal (3) 

Soft murum and (4) Hard murum. Hard murum shall been stacked on the side 

opposite to that on which soft murum has been stacked. Similarly, metal collected for 

petty repairs shall be stacked on the side opposite to metal for new layer. Where 

metal for two layers has to be stacked, as in the case of new roads, the metal for each 

layer shall be stacked on the opposite sides of the road. 


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Dy.E.E. 

(XIII) All road material shall be examined and measured before it is spread. The labour for 

measurements ( and check measurements wherever carried out ) shall be supplied by 

the Contractor or piece worker. Immediately after the measurements are recorded, the 

stacks shall be marked by the contractor or piece worker by white wash or otherwise 

as may be directed by the Executive Engineer to prevent from any possibility of the 

same material being measured and recorded over again and to prevent any 

unauthorized tampering with the stacks. If the contractor or the piece worker fails to 

attend the measurements of materials after receiving the notice from the Sub 

Divisional Officer or his subordinate stating date and time of the intention to measure 

the work, the same shall be measured nevertheless and no complaint in this respect 

will be entertained later-on. If the contractor or piece worker fails to supply sufficient 

labour or the materials required at the time measurements or check measurements, 

after due notice has been given to him, the expenses incurred on account of 

employing departmental labour or material etc. shall be charged against his account. 

(XIV) No deduction will be made for voids. 

6.7 AGENT AND WORK ORDER BOOKS :- 

The contractor shall himself engaged an authorized all time agent on the work capable 

of managing and guiding the work and understand the specifications and contract 

condition. A qualified and experienced, Engineer shall be provided by the contractor 

as his agent for technical matters in case the Engineer-in-charge considers this as 

essential for the work and so directs contractors. He will take orders as will be given 

by the Executive Engineer or his representative and shall be responsible for carrying 

them out. 

This agent shall not be changed without prior intimation to the Executive Engineer 

and his representative on the work site. The Engineer-in-charge have the 

unquestionable right to ask for change in the quality and strength of contractor‟s 

supervisory staff and to order removal from work of any of such staff. The contractor 

shall comply with such orders and effect replacements to the satisfaction of the 

Engineer-in-charge. 


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Dy.E.E. 

A work order book shall be maintained on site and it shall be the property of the 

Government and the contractor shall promptly sign orders given therein by the 

Executive Engineer or his representative and his superior officers and comply with 

them. 

The compliance shall be reported by the Contractor to the Engineer in good time so 

that it can be checked. The blank work order with machine numbered pages will be 

provided by the Department free of charge for this purpose. The contractor will be 

allowed to copy out instructions therein from time to time. The order issued by the 

Government in P.W. Department from time to time regarding Construction procedure 

shall be binding on the contractor in addition to the specifications contained in P.W.D. 

hand book Volume I and II and book of standard specification of P.W. Department 

and the specifications enumerated above. 

6.8 INITIAL MEASUREMENTS FOR RECORD:- 

Where for proper measurement of work, it is necessary to have initial set of levels or 

other measurements taken, the same as recorded in the authorized field book or 

measurement book of Government by the Engineer or his authorized representative 

will be signed by the Contractor who will be entitled to have a true copy of the same 

made at his cost. Any failure on the part of the Contractor to get such levels etc. 

recorded before starting the work will render him liable to accept the decision of the 

Engineer as to the basis of taking measurements. Like-wise the Contractor will not 

cover any work which will render its subsequent measurements difficult or impossible 

without first getting the same jointly measured by himself and the authorized 

representative of the Executive Engineer . The record of such measurements on the 

Government side will be signed by the Contractor and he will be entitled to have a 

true copy of the same made at his cost. 

6.9 HANDING OVER OF WORK :- 

All the works and materials before finally taken over by Government it will be the 

entire liability of the Contractor to guard, maintain and make good any damage of any 

magnitude. Interim payments made for such work will not alter this position. The 

handing over by the Contractor and taking over by the Executive Engineer or his 

authorized representative will be always in writing copies of which will go to the 

Executive Engineer or his authorized representative and the Contractor. It is however, 

understood that before taking over such work, Government will not put it into regular 

use as distinct from casual or incidental one, expect as specifically mentioned 

elsewhere in this contract, or as mutually agreed to. 


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Dy.E.E. 

6.10 ASSISTANCE IN PROCURING PRIORITIES, PERMITS ETC : 

The Engineer on a written request by Contractor will, if in his opinion the request is 

reasonable and in the interest of work and its progress, assist the Contractor in 

securing, the priorities for deliveries, transport, permits for controlled materials etc. 

where such are needed. The Department will not however be responsible for the nonavailability 

of such facilities or delays on this behalf and no claims on account of such 

failure of delays shall be allowed by the Department. 

The Contractor shall have to make his own arrangement for machinery required for 

the work. However if the same is conveniently available with the Department it may 

be spared as per the rules in force on recovery of necessary Security Deposit and rent 

at the rate approved from time to time by the independent agreement to this contract 

and the supply or non supply of machinery shall not form a ground for any claim or 

extension of time for this work. 

7. SAMPLES AND TESTING OF MATERIALS : 

I) All materials to be used on work, such as cement, lime, aggregates, stone, asphalt, etc. 

shall be got approved in advance from the Engineer-in-charge and shall pass the tests 

and analysis required by him, which will be : 

a) as specified in the specifications of the items concerned and / or 

b) Red book 

c) as specified by the Indian Road Congress Standard Specification and code of 

practice for Road and Bridges or 

d) I.S.I. Specifications (whichever and wherever applicable ) or 

e) As per M.O.R.T. & H specifications for Roads and Bridges III edition Section 900 

quality control for road work. 

f) Such recognized specifications acceptable to the Engineer-in-charge as equivalent 

there to or in the absence of such authorized specifications 

g) Such requirements test and/or analysis as may be specified by the Engineer-incharge 

in the order of procedure given above. 

II) The Contractor shall at his risk and cost make all arrangement and/or shall provide for 

all such facilities as the Engineer-in-charge may require for collecting, preparing 

required number of samples for test or analysis at such time and to such places as may 

be directed by Engineer and bear all such charges, such samples shall also be 

deposited with Engineer-in-charge . 


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Dy.E.E. 

(III) 

The Contractor shall as and when required submit at his cost the samples of materials 

to be tested or analyzed and if, so directed, shall not make use of or incorporate in the 

work any material represented by the samples until the required test or analysis have 

been made and after the test of the materials, finally accepted by the Engineer-incharge 

7.1 QUALITY CONTROL ON WORKS AND MATERIALS : 

The Contractor shall be responsible for the quality of the work in the entire 

construction work within the contract. He shall, therefore, have his own independent 

and adequate set up for ensuring the same. This shall include establishing field 

laboratory for testing required for concrete & B.T. works. The plant laboratory shall 

be equipped with the equipment‟s and apparatus required for the testing. The list of 

various equipment‟s/apparatus is enclosed at page 119 for information and guidance 

of the Contractor . These equipment‟s shall be in working condition. The engineer in 

charge of the work will verify these equipment‟s in the laboratory at plant site. The 

work shall not be started (particularly the concrete work) unless and until the 

laboratory is equipped with equipment‟s. (Ref. Page 119). Asphalt testing laboratory 

shall be established by the contractor at his cost preferably at his plant site and all 

asphalt consignments shall be tested in his laboratory before putting it to use in the 

presence of representative of Engineer in charge. 

7.2 CO-ORDINATION : 

When several agencies for different sub-works of the project are to work 

simultaneously on the project site, there must be full coordination between the 

contractors to ensure timely completion of the whole project smoothly. The 

scheduled dates for completion specified in each contract shall therefore, be strictly 

adhered to. Each contractor may make his independent arrangements for water, 

power, housing etc. if they so desire. On the other hand the Contractor are at liberty 

to come to mutual agreement in this behalf and make joint arrangements with the 

approval of the Engineer . No Contractor shall take or cause to be taken any steps or 

action that may cause, distruption, discontent, or disturbance of work, labour or 

arrangement etc. of the contractor in the project localities. Any action by any 

Contractor which the Engineer in his unquestioned discretion may consider as 

infringement of the above code, would be considered as a breach of the contract 

conditions and shall be dealt-with accordingly. 


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In case of any dispute of disagreement between the Contractors, the Engineer‟s 

decision regarding the coordination, co-operation and facilities to be provided by any 

of the Contractor shall be final and binding on the contractors concerned and such a 

decision shall not vitiate any contract nor absolve the Contractor of his obligations 

under the contract nor consider from the grounds for any claim or compensation. 

7.3 TEMPORARY QUARTER 

The Contractor shall at his own expense maintain sufficient experienced supervisory 

staff etc. required for the work and shall make his own arrangements for housing such 

staff with all necessary amenities. General layout plan for such structures shall be got 

approved from the Engineer-in-charge . It will be the responsibility of the Contractor 

to get his lay out plan of temporary structure approved from the local competent 

authority. 

7.4 PATENTED DEVICES, MATERIALS AND PROCESSES : 

When the Contractor desires to use any designed device, materials or process covered 

by letter of patent or copy right, the right for such use should be secured by suitable 

legal arrangement and agreement with patent owner and a copy of their agreement 

shall be filed with the Engineer-in-charge if so desired by the latter. 

7.5 WATER SUPPLY : 

Availability of adequate water for works and sources thereof shall be confirmed by 

the Contractor before submitting the tender. 

The Contractor shall make his own arrangements at his own cost for entering into 

contract with concerned authorities for obtaining the connection and carry the water 

upto the work site as required by him. The location of the pipe line with respect to the 

road shall be decided by Engineer-in-charge and shall be binding on the Contractor . 

The Contractor is advised to provide water storage tank of adequate capacity to take 

care of possible shutdown of water supply system. 


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The Contractor shall have to supply water required by the Department for its 

establishment at work site. The water consumed by the Department will be metered. 

For providing the meter permission, if necessary will be arranged by the Department. 

Charges for the water consumed by the Department will be paid to the Contractor at 

the rates of 125% of the recurring costs or actually charged to him by concerned 

authorities and no other charges would be payable by the Department. 

7.6 ELECTRICITY : 

The Contractor will have to make his own arrangement at his own cost for obtaining 

or providing electric supply at work site. 

Electrical supply for the Departments use at work site shall be provided by the 

contractor . No charges would be payable by the Department. 

8. SAFETY MEASURES AND AMENITIES : 

8.1 SAFETY MEASURES : 

The Contractor shall take all necessary precautions for the safety of the workers and 

preserving their health while working on such job as require special protection and 

precautions wherever required. The following are some of the requirements listed, 

through not exhaustive. The contractor shall also comply with the directions issued 

by the Engineer in this behalf from time to time and at all times. 

1) Providing protective foot-wear to workers, in situations like mixing and placing of 

mortar or concrete, in quarries and place where the work is to be done under too 

much wet conditions as also for movements over surfaces infected with oyster growth 

etc. 

2) Providing protective head wear to workers, working in quarries etc. to protect them 

against accidental fall of materials from above. 

3) Taking such normal precautions like providing hand rails to the edges of the floating 

platform or barges, not allowing nails or metal parts or useless timber to spread 

around etc. 


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8.2 AMENITIES : 

1) Supporting workmen with proper belts, ropes etc. when working on any masts, cranes, 

grabs, hoist, dredger etc. 

2) Taking necessary steps towards training the workers concerned of the use of 

machinery before they are allowed to handle it independently and taking all necessary 

precautions in and around the areas where machines, hoists and similar units are 

working. 

3) Providing adequate number of boats (if at all required for plying in water) to prevent 

overloading and over-crowding. 

4) Providing life belts to all men working at such situations from where they may 

accidentally fall into water. Equipping the boats with adequate number of life boats 

etc. 

5) Avoiding bare live-wires etc. as would electrocute workers. 

6) Making all platforms, stagings and temporary structures sufficiently strong and not 

causing the workmen and supervisory staff to take undue risks. 

7) Providing sufficient first aid trained staff and equipment to be available quickly at the 

work site to render immediate first aid treatment in case of accidents due to 

suffocation, drowning and other injuries. 

8) Take all necessary precautions with regard to use of divers. 

9) Providing full length gum boots, leather hand gloves, leather jackets with fireproof 

aprons to cover the chest and black reaching upto knees plain goggles for the eyes to 

the labour working with hot asphalt handling vibrators in cement concrete and also 

where use of any or all these items is, essential in the interest of health and well being 

of the labourers in the opinion of the Engineer. 

8.3 EXPLOSIVE : 

The Contractor shall at his own expense construct and maintain proper magazines, if 

such are required for the storage of explosives for use in connection with the work 

and such magazines, being situated constructed and maintained in accordance with the 

Government Rules applicable in that behalf. The Contractor shall at his own expenses 

obtain such license or licenses as may be necessary for storing and using explosives. 

Notwithstanding that the location etc. or storage of explosives are approved by the 

Engineer , the Government , shall not bear any responsibility whatsoever in 

connection with the storage and use of explosives on the site or any accident or 

occurrence what -so-ever in connection, therewith, all operations of the Contractor in 

or for which explosives employed being at the risk of contractor and upon his sole 

responsibility and the Contractor hereby gives to Government an absolute indemnity 

in respect thereof. 


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8.4 DAMAGE BY FLOODS OR ACCIDENTS :- 

The contractor shall take all precautions against damage by floods or from accident 

etc. No compensation will be allowed to the Contractor on this account or for 

correcting and repairing any such damage to the work during construction The 

Contractor shall be liable to make good at his cost any plant or materials belonging to 

the Government lost or damaged by floods or from any other cause while is in his 

charge. 

8.5 RELATION WITH PUBLIC AUTHORITIES: 

The Contractor shall comply with all rules, regulations, bye-laws and directions given 

from time to time by any local or public authority in connection with this work and 

shall himself pay all charges which are leviable on him without any extra cost to the 

Government . 

POLICE PROTECTION: 

For the Special Protection of camp of the Contractor's works, the Department will 

help the Contractor as far as possible to arrange for such protection with the 

concerned authorities. The cost shall be borne by the Contractor . 

8.6 INDEMNITY: 

The Contractor shall indemnify the Government against all actions, suits, claims and 

demands brought or made against it in respect of anything done of committed to be 

done by the contractor in execution of or in connection with the work of this contract 

and against any loss or damage to the Government in consequence to any action or 

suit being brought against the Contractor for anything done or committed to be done 

during the execution of this contract. 

The Government may at its discretion and entirely at the cost of the contractor defend 

such suit, either jointly with the Contractor or single in case the latter chooses not to 

defend the case. 


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8.7 MEDICAL & SANITARY ARRANGEMENTS TO BE PROVIDED FOR 

LABOUR EMPLOYED IN THE CONSTRUCTION BY THE CONTRACTOR: 

a) The Contractor shall provide an adequate supply of pure and wholesome water for the 

use of labourers on work and in camps. 

b) The Contractor shall construct trench or semi permanent latrines for the use of the 

Labours. Separate latrines shall be provided for men and women. 

c) The Contractor shall build sufficient number of huts on a suitable plot of land for use 

of the labourers according to the following specifications :- 

1. Huts with Bamboo‟s and Grass may be constructed. 

2. A good site not liable to submergence shall be selected on high ground remote 

from jungle but well provided with tress, shall be chosen wherever it is available. The 

neighborhood of tank, jungle, trees or wood should be particularly avoided, Camps 

should not be established close to large cutting of earth work. 

3. The lines of huts shall have open space of at least ten metres between rows. When 

a good natural site cannot be procured, particular attention should be given to the 

drainage. 

4. There should be no over crowding. Floor space at the rate of 3 Sq. metre per head 

shall be provided. Care should be taken to see that the huts are kept clean and in good 

order. 

5. The Contractor must find his own land and if he wants Government land, he 

should apply for it. Assessment for it, if demanded will be payable by Contractor . 

However the Department does not bind itself for making available the required land. 

a) The Contractor shall construct a sufficient number of bathing places, Washing 

places should also be provided for the purpose of washing cloths. 

b) The Contractor shall engage a Medical Officer with a traveling dispensary for 

a Camp containing 500 or more persons if there is no Government or other private 

dispensary situated with 8 Kms. from the camp. In case of emergency the Contractor 

shall arrange a this cost of transport for quick medical help to his sick worker. 

c) The Contractor shall provide the necessary staff for effecting satisfactory 

conservancy and cleanliness of the camp to the satisfaction of the Engineer-in-charge 

. At least one sweeper per 200 persons should be engaged. 


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d) The Assistant Director of Public Health shall be consulted before opening a 

labour camp and his instruction on matters such as water supply, sanitary 

conveniences, the camp site accommodation and food supply shall be followed by the 

Contractor . 

e) The Contractor shall make arrangements for all ant malarial measures to 

provided for the labours employed on the work. The ant malarial measures shall be 

provided as directed by the Assistant Director of Public Health. 

f) The ant malaria and other health measures shall be as directed by the Joint- 

Director (Malaria and Filaria) Health Services, Pune. 

g) Contractor shall see that mosquitogenic condition are not created so as to keep 

vector populations to minimum level. 

h) Contractor shall carry out ant malaria measures in the area as per guidelines 

prescribed under National Malaria Eradication Programme and as directed by the 

Joint Director, (M & F) of Health Services Pune. 

i) In case of default in carrying out prescribed ant malaria measures resulting in 

increase in Malaria incidence, contractor shall be liable to pay to Government the 

amount spent by Government on anti malaria measure to control the situation in 

addition to fine. 

j) The Contractor shall make sufficient arrangements for draining away the 

surface and sullage water as well as water coming from the bathing and washing 

places and shall dispose off this waste water in such way as not to cause any 

nuisance. He shall also keep the premise clean by employing sufficient number of 

sweepers. 

k) The Contractor shall comply with all rules, regulation bye-law and directions 

given from time to time by any local or public authority in connection with this work 

and shall pay fees or charges which are leviable on him without any extra cost to 

Government . 

l) In addition to above all provisions of the relevant labour act pertaining to basic 

amenities to be provided to the labourer shall be applicable which will be arranged by 

the Contractor . 


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9. MISCELLANEOUS : 

9.1 For providing electric wiring or water lines ete. recesses shall be provided if necessary 

through walls, slabs, beams etc. and later on refilled it with bricks or stones, chipping 

cement mortar without any extra cost. 

9.2 In case it becomes necessary for the due fulfillment of contract for the Contractor to 

occupy land outside the Department limits, the Contractor will have to make his own 

arrangements with the land owners and pay such rents, if any, are payable as mutually 

agreed between them. 

9.3 The Contractor shall duly comply with the provision of the Apprentices Act 1961 (iii 

of 1961) and the rules and orders made thereunder from time to time under the said 

Rules and on his failure or neglect to do so he shall be subject to all the liabilities and 

penalties provided by the said Act and Rules. 

9.4 It is presumed that the Contractor has gone carefully through the M.O.R.T. & H 

specifications (edition 2001) and Schedule of Rate of the division, and studied the site 

conditions before arriving at rates quoted by him. The special provisions and detailed 

specification of wording of any item shall gain precedence over the corresponding 

contrary provisions (if any) in the standard specification given without reproducing 

the details in contract. Decision of Engineer-in-charge shall be final in case of 

interpretation of specification. 

9.5 If the standard specifications fall short for the items quoted in the schedule of this 

contract reference shall be made to the latest Indian Standard specifications, I.R.C. 

codes. If any of items of this contract do not fall in reference quoted above, the 

decision and specifications as directed by the Engineer-in-charge shall be final. 

9.6 The stacking and storage of building materials at site shall be in such a manner as to 

prevent deterioration or inclusion of foreign materials and to ensure the preservation 

of the quantity, properties and fitness of the work. Suitable precautions shall be taken 

by Contractor to protect the materials against atmospheric action fire and other 

hazards. The materials likely to be carried away by wind shall be stored in suitable 

stores or with suitable barricades and where there is likelihood of subsidence of soil, 

heavy materials shall be stored on paved platforms. Suitable separating barricades 

and enclosure as directed shall be provided to separate materials brought by contractor 

and from different sources of supply. 


Dy.E.E. 

Contractor No. of Corrections Executive Engineer 

98 

10 INSTRUCTION REGARDING EXECUTION OF WORKS HAVING VERY 

HIGH RATE AND VERY LOW RATES: 

In case of high rates quoted by the Contractor for a particular item, the payment for 

that item shall be made at part rate based on C.S.R. rate initially. Full rate shall be 

released only after entire work is satisfactorily completed. 

11. DEFINITIONS : 

a) Unless excluding by or repugnant to the context :- 

a) The expression "Government " as used in the tender documents shall mean the 

Public Works Department of the Government of Maharashtra. 

b) The expression "The Chief Engineer " as used anywhere in the tender papers 

shall mean officer for the time being of the Government of Maharashtra who is 

designated as such. 

c) The expression "Superintending Engineer " as used in the tender papers shall 

mean the officer of Superintending Engineer rank (by whatever designation he may be 

known) under whose control the work lies for the time being. 

d) The expression “Engineer” or “Engineer-In-Charge” as used in the tender 

papers shall mean the Executive Engineer-in-charge of the work. 

e) The expression "Contractor " as used in the tender papers shall mean the 

successful tenderer that is the tenderer whose tender has been accepted, and who has 

been authorised to proceed with the work. 

f) The expression "Contract" as used in the tender papers shall mean the deed of 

contract together with or its original accompaniment and those later incorporated in it 

by mutual consent. 

g) The expression "Plant" as used in the tender papers shall mean very temporary 

and necessary means necessary or considered necessary by the Engineer to execute, 

construct, complete and maintain the works and used in altered, modified, substituted 

and additional works ordered in the time and in the manner herein provided and all 

temporary materials and special and other articles of appliances of every sort, kind 

and description whatsoever intended or used therefor. 

h) The expression “Department” as used in the tender papers shall means Public 

Works Department of Government of Maharashtra. 

i) The “Accepting authority” shall mean the officer competent to accept the 

tender. 

j) The “Site” shall mean the land and/or other places where the work is to be 

executed under the contract including any other land or places which may be allotted 

by the Government or use for the purpose of contract.

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12 TESTING ETC. : 

The Contractor shall be responsible for the quality of the work in the entire 

construction work within the contract. He shall, therefore, have his own independent 

and adequate setup for ensuring the same. This shall include establishing field 

laboratory for testing required for WBM and B.T. works, if any. 

13. AUTHORITIES OF THE ENGINEER IN CHARGE : 

Save in so far as it is legally or physically impossible the Contractor shall execute, 

complete and maintain the works in strict accordance with the contract under the 

directions and to the entire satisfaction of the Engineer in charge and shall comply 

with and adhere strictly to the Engineer-in-charge‟s instructions and directions on any 

matter (Whether mentioned in the contract or not) pertaining to this works. 

The Engineer in charge shall decide all questions which may arise as to quality and 

acceptability of materials furnished and work executed, manner of execution, rate of 

progress of the works, interpretation of the plans and specifications and acceptability 

of fulfillment of the contract on the part of the Contractor . He shall determine the 

amount and quantity of work performed and materials furnished and his decision shall 

be final. In all such matters, and in any technical questions which may arise touching 

the contract, his decision shall be binding on the Contractor . 

The Engineer in charge shall have the power to enforce such decisions and orders if 

the Contractor fails to carry them out promptly. If the Contractor fails to execute the 

work ordered by the Engineer-in-charge . The Engineer in charge may give notice to 

Contractor specifying a reasonable period therein and on the expiry of that period 

proceed to execute such work as may be deemed necessary and recover the cost there 

of from the Contractor . 

13.1 AUTHORITIES OF THE ENGINEER-IN-CHARGE'S REPRESENTATIVE 

The duties of the representative of the Engineer-in-charge are to watch and supervise 

the work and to test and examine any material to be used for workmanship employed 

in connection with the works. 

13.2 The Engineer-in-charge may from time to time, in writing delegate to his 

representative any of the powers and authorities vested in the Engineer-in-charge and 

shall furnish to the Contractor a copy of all such delegations of powers and 

authorities. Any written instruction or approval given by the representative of the 

Engineer-in-charge to the Contractor within the terms of such delegations (but not 

otherwise) shall bind the Contractor and the Department as though it had been given 

by the Engineer-in-charge , provided always as follows. 

A) Failure of the representative of the Engineer-in-charge to disapprove any work or 

material shall not prejudice the power of the Engineer-in-charge there after to 

disapprove such work or materials and to order to pulling down, removal or breaking 

up thereof. 


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B) If the Contractor is dissatisfied with any decision of the Representative of the 

Engineer-in-charge he shall be entitle to refer the matter to the Engineer-in-charge, 

who shall there upon confirm/reverse or vary such decision. 

14. LAY OUT OF WORK : 

14.1 Layout of the work will be done by the Contractor in consultation with the Executive 

Engineer of the Department or his representative, some permanent marks should 

however be established to indicate the demarcation of the structure or any component 

there of made to this permanent marks in measurement books and drawing signed by 

the contractor and the departmental officer, Responsibility regarding layout will be 

joint. 

14.2 SETTING OUT :- 

I) ROAD WORKS :- 

a) The contractor shall establish working bench marks in the area soon after taking 

possession of the site. The working bench marks shall be at the rate of four per Km. 

and also at or near all drainage structures, over bridges and underpasses. The working 

bench marks shall be got approved from the Engineer. Checks must be made on these 

bench marks once every month and adjustments if any got agreed with the Engineer 

and recorded. An up to date record of all bench marks including approved adjustment, 

if any shall be maintained by the contractor and also a copy supplied to the Engineer 

for his record. 

b) The lines and levels of formation, side slopes, drainage, carriageways and shoulders 

shall be carefully set and frequently checked, care being taken to ensure that correct 

gradients and cross sections are every where obtained. 

c) In order to facilitate the setting out of the works, the center line of the carriageway or 

highway 

must be accurately established by the contractor and approved by the 

Engineer. It must then be accurately referenced in a manner satisfactory to the 

Engineer, every 50 m. intervals in plain and rolling terrain and 20 m. intervals in hilly 

terrain and in all curve points as directed by the Engineer, with marker pegs and 

change boards set in or near the fence line, and a schedule of reference dimensions 

shall be prepared and supplied by the contractor to the Engineer. These markers shall 

be maintained until the works reach finished formation level and are accepted by the 

Engineer. 

d) On construction reaching the formation level stage the center line shall again be set 

out by the contractor and when approved by the Engineer shall be accurately 

referenced in a manner satisfactory to the Engineer by marker pegs set at the outer 

limits of the formation. 


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15. STACKING AND STORAGE AND GUARDING OF MATERIALS : 

15.1 The stacking and storage of material at site shall be in such a manner as to prevent 

deterioration or intrusion of foreign matter and to ensure the preservation of their 

quality, properties and fitness for the work. Suitable precautions shall be taken by the 

Contractor to protect the materials against atmospheric action, fire and other hazards. 

The materials likely to be carried away by wind shall be stored in suitable stores or 

with suitable barricades and where there is likely hood of subsidence of soil, heavy 

materials shall be stored on paved platforms. 

Suitable separating barricades and enclosures as directed shall be provided to separate 

materials brought by Contractor and materials issued by Government to Contractor 

under Schedule "A" Same applies for the material obtained from different sources of 

supply. 

15.2 The Contractor shall at his own expense engage watchman for guarding the materials 

and plant and machinery and the work during day and night against any pilferage or 

damage and also for prohibiting trespassers. 

15.3 No materials brought to the site shall be removed from the site without the prior 

approval of the Engineer-in-charge . 

16. INSPECTION OF WORKS 

16.1 The Contractor shall inform the Engineer-in-charge in writing when any portion of the 

work is ready for inspection giving him sufficient notice to enable him to inspect the 

same without affecting the further progress of the work. 

16.2 The Contractor shall provide at his cost necessary ladders and such arrangements as 

are considered safe by the Engineer-in-charge for proper inspection of all parts of the 

work. 

16.3 Contractor shall extend his full co-operation and make all necessary arrangements 

when needed for carrying out inspection of the work or any part of the work by the 

local representatives, M.L.As, M.Ps and officers and dignitaries / delegates of various 

Government departments, local bodies, private sectors etc. No compensation shall be 

paid to the contractor on this account. 

16.4 The work shall be carried out by the Contractor without causing damage to the 

existing Government property and / or private property. If any such damage are 

caused, the Contractor shall pay for restoration of the property to the original 

conditions, and any other consequent damages. 

16.5 In the event of the occurrence of an accident involving serious injuries or death of any 

person, at site of work or quarry or at any place in connection with the work the same 

shall be reported in writing within twenty four hours of the occurrence to the 

Engineer-in-charge and Commissioner of Workmen's compensation. 


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16.6 The Contractor after completion of work shall clean the site of all debris and remove 

all unused materials other than those supplied by the department and all plant and 

machinery, equipment, tools etc. belonging to him within one month form the date of 

completion of the work, or otherwise the same will be removed by the department at 

his cost or disposed off as per departmental procedure. In case the material is 

disposed off by the department, the sale proceeds will be credited to the Contractor‟s 

account after deducting the cost of sale incurred. However, no claim of Contractor 

regarding the price or amount credited will entertained afterwards. 

16.7 All constructional plant, provided by the Contractor shall when brought on to the site 

be deemed to be exclusively intended for the construction and the contractor shall not 

remove the same or any part thereof (save for the purpose of moving it from one part 

of the site to another) without the consent in writing of the Engineer-in-charge who 

shall record the reasons for withholding the consent. 

17. RESTRICTIONS BECAUSE OF LOCAL TRAFFIC: 

As there is local traffic by the side of construction during construction for the bridge, 

the Contractor will have to take proper precautions such as proper barricading, 

fencing, lighting, information and cautionary boards for safe and smooth flow of 

traffic, and keeping the concerned authorities informed about the work in progress. 

18. COMPLETION CERTIFICATE : 

18.1 The work shall not be considered to have been completed in accordance with the 

terms of the contract until the Engineer-in-charge shall have certified in writing to that 

effect. No approval of material or workmanship or approval of part of work during 

the progress of execution shall bind the Engineer-in-charge or in any way prevent him 

from even rejecting the work which is claimed to be complete and to suspend the 

issue of his certificate of completion until such alteration and modifications or 

reconstruction have been effected at the cost of the Contractor as shall enable him to 

certify that the work has been completed to his satisfaction. 

18.2 After the work is completed the Contractor shall give notice of such completion to the 

Engineer-in-charge and within 30 days of receipt of such a notice the Engineer-incharge 

shall inspect the work and if there is no defect in the work shall furnish the 

Contractor with a certificate indicating the date of completion. However, if there are 

any defects which in the opinion of the Engineer-in-charge are rectifiable he shall 

inform the Contractor the defects noticed. The Contractor after rectification of such 

defects shall then inform the Engineer-in-charge and Engineer-in-charge on his part 

shall inspect the work and issue the necessary completion certificate within 30 days if 

, the defects are rectified to his satisfaction, and if not, he shall inform the Contractor 

indicating defects yet to be rectified. The time cycle as above, shall continue. 


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18.3 In case defects noticed by the Engineer-in-charge which in his opinion are not 

rectifiable but otherwise work is acceptable at reduced payment, work shall be treated 

as completed. In such cases completion certificate shall be issued by the Engineer-incharge 

within 30 days indicating the un-rectifiable defects for which reduction in 

payment is being made by him. 

18.4 The issued of completion certificate shall not be linked up with the site clearance on 

completion of the work. 

18.5 Should regular public traffic be allowed on the bridge at any stage prior to its being 

taken over then the maintenance period shall be deemed to commence from the date 

of such traffic passing over the bridge and shall be upto 30 days after the date of issue 

of completion certificate, by Engineer-in-charge but not more than 12 months after 

opening to traffic. 

19. ANCILLARY WORK : 

The Contractor shall submit to Engineer-in-charge in writing the details of all 

ancillary works including layout and specifications to be followed for its construction. 

Ancillary work shall not be taken up in hand unless approved by Engineer-in-charge . 

The Engineer-in-charge reserves the right to suggest modifications or make complete 

changes in the layout and specifications proposed by the Contractor at any stage to 

ensure the safety on the work site. The Contractor shall carry out all such 

modifications to the ancillary works at his own expenses as ordered by Engineer-incharge 

. 

20 SPECIAL CONDITIONS: 

20.1 The Contractor should ensure that all safety precautions are observed by their 

laboures, working closed to the State Highway and while closing the State Highway 

precautions are taken including insurance etc., for their labour at the cost of the 

contractor and the contractor will bear all the expenses, compensation etc. if any 

accident occurs to the labour etc. No claim in this regard on whatsoever account shall 

be entertained and this decision of the Department will be final and conclusive. 

20.2 The Contractor shall observe the rules and regulation imposed by traffic police for 

smooth flow of traffic on the diversion road and shall not be entitled for claims any 

compensation arising thereof. 

20.3 In case of delay in handing over the land required for the work, due to unforeseen 

cause, the Contractor shall not be entitled for any compensation what-so-ever form 

the Government on ground that the machinery or labour was idle for certain period. 

Contractor may, however apply for extension of time limit which may be granted on 

the merit of the case. 


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21. FOLLOWING ARE THE MODIFICATIONS/AMENDMENTS/ADDITIONS 

TO THE SPECIFICATIONS FOR ROAD AND BRIDGE WORKS: 

1) Cement to be used for works, shall be any of the following with the prior approval of 

engineer. 

a) Ordinary Portland cement confirming to IS : 269. 

b) High strength ordinary Portland cement confirming to IS : 8112. 

As far as possible, cement used in the manufacture of exposed surface of concrete of 

any element of a structure shall be from the same factory. 

Independent testing of cement used shall be done by the Contractor at site and in the 

laboratory approved by the Engineer before use. Any cement with lower quality than 

those shown in manufacture's certificate shall be debarred from use. 

In case of finely ground cement or imported cement, the Engineer may direct the 

Contractor to satisfy him as to the acceptability of such cement, especially with regard 

to creep and shrinkage effect. 

Any consignment or part of a consignment of cement which has deteriorated in any 

way, or specification shall not be used in the works and shall be removed from the site 

by the Contractor without charge to the Employer. 

Cement shall be transported, handled and stored on the site in such a manner as to 

avoid deterioration contamination. Each consignment shall be stored separately so 

that it may be readily identified and inspected and cement shall be used in the 

sequence in which it is delivered at site. 

The Contractor shall prepare and maintain proper records on site in respect of the 

delivery, handling, storage and use of cement and these records shall be available for 

inspection by the Engineer at all times. 

22. REJECTION OF MATERIALS NOT CONFORMING TO SPECIFICATIONS: 

Any stock or batch of material(s) of which sample(s) does not conform to the 

prescribed test and quality, shall be rejected by the Engineer or his representative and 

such materials shall be removed from site by the Contractor at his own cost. Such 

rejected materials shall not be made acceptable by any modifications. 

Materials not corresponding in character and Quality with approved samples will be 

rejected by the Engineer or his representative and shall be removed from site at the 

Contractor‟s own cost. 

23. HOT MIXED AND HOT LAID BITUMINOUS CONSTRUCTION: 

a) Job mix formula satisfying specification requirement should be worked out based on 

laboratory test and got approved by the Engineer . Engineer will have independent 

test made before appearing the job mix formula. 

b) The plant should be checked for capability to produce mix conforming to the 

specification. If necessary, trial stretches should be laid and checked approximately. 


105 

Dy.E.E. 

c) Control should be exercised on temperature of binder in the boiler, aggregate in the 

dryer and mix at the time of laying and rolling. 

d) The mix collected from the discharge point of the plant, extraction test for binder 

content and aggregate gradation should be performed to check the quality of mix 

discharged from the plant. 

e) Thickness and density of the compacted mix should be checked by taking core 

samples. 

23.1 Each Truck/Tipper load of bituminous load shall be weighed on a standard weigh 

bridge. 

Weigh Bridge of 20 tonnes capacity or more shall be provided at plant site by the 

Contractor at his own cost and it should be checked for the calibration by the 

Engineer-in-charge and weights and measures authorities in the district. 

The record of weight of bituminous load thus obtained shall be kept in measurement 

book. The weightment of the bituminous load shall be done by the Contractor at his 

expense in the presence of authorized representative of the Executive Engineer . The 

quantity of mix (weight basis) physically arrived at site shall be tallied with the 

quantity arrived at by volumetric measurement. 

The register showing dispatch of bituminous load from plant, vehicle No. time of 

dispatch, temperature at the time of dispatch etc. shall be kept in prescribed form 

(Ref. Page No.118) at hot mix plant site. Similarly the register showing vehicle 

number, time of arrival of vehicle at site, weight of vehicle with bituminous load, 

temperature of the mix at site etc. shall be kept by the Department, in the presence of 

Contractor or his authorized representative (if he or his authorized representative is 

present at the site at that time) Both the registers shall be filled daily and Contractor 

shall sign the register every day in token of acceptance of the contents in register the 

record maintained in the form of the register. The record maintain in the form of the 

register shall ensure quantity of the materials only. The maintenance of these registers 

does not absolve the Contractor of his contractual obligation towards quality of the 

work. 

23.2 Contractor and Engineer-in-charge shall maintain the details of mix in the prescribed 

proforma on Page No. 118. 

23.3 Location of Hot Mix Drum Mix plant should be such that maximum time taken for 

transporting bituminous mix from plant to the farthest point of site to paver does not 

exceed 60 minutes, and maintain the temperature. 

23.4 Failure to satisfy the condition 23.3 shall disqualify the contractor and further action 

as deem fit shall be taken by the Department. 


106 

Dy.E.E. 

24. INSPECTION OF OPERATIONS : 

The Engineer and any person authorized by him shall at all times have access to the 

works and to all workshops and places (including required documents) where work is 

being prepared or from where materials, manufactured articles or machinery are being 

obtained for the works and the Contractor shall afford every facility for & every 

assistance in or in obtaining the right to such access. 

25. FIELD LABORATORY : 

The Contractor shall arrange to provide a well furnished and fully equipped field 

laboratory which shall be manned by adequately qualified technical staff. The 

laboratory shall preferably be located adjacent to the site and shall be provided with 

amenities like water supply, electric supply, toilet block etc. The laboratory 

equipment shall conform to clause 121.3 of M.O.R.T. & H Specifications of roads and 

bridges. The list of equipment is enclosed on Page 119. This shall be considered as 

incidental to work and no separate payment whatsoever will be made for the same. 

26. SUPPLY OF COLOURED RECORD PHOTOGRAPHS AND ALBUMS: 

The Contractor shall arrange to take dated post card size coloured photographs at the 

rate of 10 photographs per kilometers for road work and for bridge at various 

stages/facts of the work including interesting and novel features of the work as 

desired by the Engineer-in-charge and supply them in five copies each in separate 

albums of appropriate size. He shall also arrange for the Video Filming of important 

activities of the work during the currency of the contract and edit it to a video film of 

60 to 180 minutes playing time. 

It shall contain narration of the various activities in English/Marathi by a competent 

narrator. The cassette shall be of acceptable quality and the film shall be capable of 

producing color pictures. This shall be considered as incidental to the work and no 

additional payment whatsoever will be made for the same. 

27. SUPPLY OF SAFETY JACKETS TO LABOURERS/SUPERVISORS/ENGINEER 

As a safety measure during the execution of work all labours, construction and 

supervisory staff shall be provided with an orange colour jacket in flouroscent blue so 

as to make them starkly visible from a distance even during evening hours. 


107 

Dy.E.E. 

28. APPROVAL OF CONSTRUCTION MATERIALS AND CONSTRUCTION 

ACTIVITIES: 

Approval of all materials for the work shall be obtained in writing from Engineer-incharge 

or his representative before its use in the Project. 

Before taking up of any construction activity the construction work done earlier shall 

be got approved in writing. Any failure on this account may result in the work for 

which the Contractor will be solely responsible. 

Materials and mix design, etc. shall be got approved in writing atleast 15 days in 

advance of the corresponding activity. The testing charges shall be borne by the 

Contractor. 

Besides the prescribed tests and frequencies any other test of tests over the prescribed 

frequency shall also be carried out by the Contractor at his own cost if so directed by 

Engineer-in-charge or his authorised representative. 

29. Contractor shall conduct roughness index test as specified and without any cost to 

Government before starting of bituminous work and after completion of Bituminous 

work as a measure to check the improvement in riding quality of the road. 

30 The Contractor at his own cost shall provide and fix informatory Boards (Total 2 Nos.) 

at either end of project each on the left side of the traffic direction and facing the traffic 

without causing any hindrance to traffic. Details of the board shall be as directed by 

the Engineer in charge. The board shall be size 1.80 metre vertical x 1.6 metre 

horizontal. The back ground of the board will be in traffic yellow colour with lettering 

in black colour. The information should be displayed in Marathi, Hindi and English 

languages. The lettering should be proportionate. The board shall be maintained 

properly at the cost of contractor till expiry of defect liability period of the work. 

31. The contractor carryout independently necessary tests as per clause 903, Table 900-4 

of M.O.R.T. & H specifications for road and bridge works fourth revision 2001 to 

ensure that modified bitumen used meets requirements laid down in I.R.C. SP.53-2002 

at his own cost. 


108 

Dy.E.E. 

32. Quality Control Tests :- The contractor shall be at his own cost set up laboratory at 

site of work to carryout the routine test of materials which are to be used on the work. 

The site laboratory shall be approved and certified by the Engineer-in-charge. The 

quality control tests of material to be carried out are mentioned in Annexure-A page 

No.175 to 176. The frequency of testing of construction materials is mentioned in 

Annexure-B on page No.177 to 178 out of the test materials Annexure-A 70% tests 

shall be carried out in the site laboratory and 30% tests shall be carried out in 

Vigilance and Quality Control Laboratory of Department at the cost of contractor. At 

least 50% tests materials shall be carried out in Vigilance and Quality Control 

Laboratory of department which are not included in Annexure 'A', at the cost of 

contractor. 

33. SETTING OUT :- 

SETTING OUT FOR BRIDGE WORK :- 

33.1 Immediately on receipt on receipt of the work order, the contractor shall at his own 

expense clean the site and take up a provisional and final setting out and lining out of the 

work under the supervision of his responsible representative and shall provide necessary 

material, labour, tools, instruments etc. required for the same. 

One tentative abutment location will be indicated by Engineer in charge and the 

center line of the bridge shall be defined by him. The contractor will then have to fix up the 

location of the other abutment. The abutment location will then be verified by the 

Department and shall be adjusted if necessary. Once the final location of the abutments is so 

finalized, it will be the contractor‟s responsibility to line out and locate the remaining 

foundations of piers. 

The contractor shall be responsible for true and proper setting out of the works and for 

the correctness of the positions, level dimensions and arrangements of all parts of works and 

for providing all necessary instruments appliances and labour in connection therewith at his 

own cost officers may assist the contractor in proper setting out. Government instruments 

may be allowed to be used for setting out of work for which no cost shall be recovered from 

the contractor . 

If at any time during the progress of work, any errors arise in regard to levels or 

dimensions or alignment of any part of work, rectification thereof, on being required to do so, 

will be carried out by the contractor at his own cost, unless such errors are based on incorrect 

data, supplied in writing, by the Engineer or his authorized representative in which case the 

expenses of the rectification shall be refunded by Government. 


109 

Dy.E.E. 

33.2 RESPONSIBILITIES FOR LEVEL AND ALIGNMENT :- 

The contractor shall be entirely and exclusively responsible for the horizontal and 

vertical alignment the levels and correctness of every part of the work and shall rectify 

effectually any errors or imperfections therein, such rectifications shall be carried out by the 

contractor, at his own cost, when instructions are issued to that effect by the Engineer in 

charge. 

34. LEVELING INSTRUMENTS :- 

If measurements of items of the work are based on volumetric measurements 

calculated from levels taken before and after the construction of the item, a large number of 

leveling staves, tapes etc. will have to kept available by the contractor at the site of the work 

for this purpose. Lack of the such leveling staves, tapes etc. in required numbers may case 

delay in measurements and the work. The contractor will have therefore to keep sufficient 

numbers of these instruments readily available at site and in good working condition. 

35. CHANGE IN CEMENT CONTENTS ETC. :- 

The tendered rates are including to the necessary cement content required for the 

achievements of desired strength and no extra claim can be made on account of increase in 

cement content over the specification. Likewise if any additives, compounds water proofing 

materials etc. are ordered by the Engineer to be added to the mortar or concrete, no extra 

rates shall be payable for this change which will be carried out as per directions of the 

Engineer in charge. 

36. CEMENT CONCRETE :- 

(a) The contractor shall carry out all preliminary tests to work out grading and 

proportioning aggregates in order to obtain and maintain uniform quality of work. The 

contractor shall supply all materials, labour and testing cost for preparing and testing 

samples as required by the Engineer. Unless otherwise specified in the detailed item 

wise specifications 6 cubes 15 cms. in size will be tested for every 15 cubic metre of 

ordinary grade concrete or minimum 6 cubes per day whichever is higher. The 

contractor shall make field arrangements for slump test, density and bulkage testing 

and also prepare concrete cube 15 cms. in size for testing compressive strength at his 

own cost. The cubes shall be got tested at approved laboratory and the test results 

shall not fall below those prescribed in P.W.D. Hand Book. (table CVP.412) or as laid 

down in the specifications. The cost of such concrete for cubes shall be entirely borne 

by the contractor. 


110 

Dy.E.E. 

(b) 

All concrete shall be controlled concrete and machine mixed, unless otherwise 

directed by the Engineer in charge. For controlled or High grade concrete, the 

grading of aggregates shall be got approved from the Engineer, by weight. 

The correct proportion and the total amount of water for the mix will be determined 

by means of preliminary tests and shall be got approved by the Engineer. However, such 

approval does not relieve the contractor from his responsibility regarding the minimum works 

strength requirements work test shall be taken in accordance with relevant codes and 

specifications. The proportioning of aggregates shall be done by weight if so ordered by the 


(c) 

All mixing shall be done by mechanical means in approved mixers. The Engineer 

may at his discretion allow in writing hand mixing of concrete for minor items where small 

quantities are involved but in that case the contractor shall increase the cement content of the 

mixture by 10% without any extra cost. 

(d) 

The form work used shall be made preferable of steel or with lining of steel. Wooden 

shutters may be allowed at the discretion of the Engineer e.g. lintels, small slabs and beams, 

coping etc. 

(e) 

The concrete shall be mechanically vibrated for proper compaction by the method 

approved by the Engineer in charge. 

(f) 

in charge. 

The concrete shall be cured only by a sweet potable water as directed by the Engineer 

37. REINFORCED CONCRETE WORK :- 

A) The work included in this contract shall be carried out in addition to this specification 

detailed herein, in accordance with specifications and regulations as laid down in the 

following standard specifications. 

1. Standard specifications published by Government of Maharashtra 1979 Edition. 

2. I.S. 12269 - Specifications for 53 grade ordinary Portland cement. 

3. I.S. 8112 :- 1989 Specifications for 43 grade ordinary Portland cement. 

4. I.S. 383 :- 1976 Specifications for course and fine aggregate from natural 

courses for concrete. 

5. I.S. 1986 :- 1985 Specifications for cold twisted bars. 

6. I.S. 432 :- 1982 Specification for mild steel and medium steel bars. 


111 

Dy.E.E. 

7. I.S. 456 :- 2000 Code of practice for plain and reinforced concrete. 

8. M.O.R.T. & H :- Specification of Road and Bridge works (4 th Revision) 2001 

If the standard specifications quoted above fall short for items quoted in these 

schedule of this contract reference shall be made to the latest British Standard Specifications. 

If any of the items of contract do not fall in reference quoted above, the decision and 

specifications of the Engineer shall be final. 

38. ADDITIONAL GENERAL SPECIFICATION FOR ORDINARY AND HIGH 

GRADE CONCRETE :- 

1. If the concrete strength falls below that specified for the items and if the use can be 

permitted under clauses 303.3.7 of the I.R.C. Bridge Code Section –III given below, the unit 

(bridge component) may be accepted at the discretion of the Superintending Engineer 

determined by the Executive Engineer concerned according to circumstances of the case and 

the concerned Superintending Engineer‟s approval to the reduced rate as mentioned above is 

necessary. 

“Standard specification and code of practice for Road Bridges Section III Cement 

concrete 303.3.7 standard of acceptance. 

i) Full payment should be made when 75% of the test cube results are equal and 

above specified strength and remaining 25% of the results are above 75% of the 

specified strength. Cases falling outside the above limits should be examined and 

decided by the Engineer in charge on merits of each case. 

ii) 

The test specimen should be formed by representative of the contractor in presence of 

a responsible officer of the rank of not lower than an Assistant Engineer / Deputy Engineer. 

iii) 

The test specimen should be formed carefully and no claim shall be entertained later 

on the ground that the result of the test specimen did not give correct indication of the actual 

quality of concrete. 

iv) 

The cement content shall be as per actual requirement of mix design. 

v) Payment :- a) The payment of such concrete work will not be made till the strength 

are ascertained. 

vi) 

The payment of reinforcement of such affected items will not be made till the 

strengths of the concrete are ascertained. 


112 

Dy.E.E. 

39. FORMWORK AND STAGING FOR BRIDGE STRUCTURES :- 

(a) For bridge structure, forms for concrete shall be constructed of mild steel plates or 

marine plywood and be of substantial and rigid construction true to shape and dimensions 

shown on the drawings. Where metal forms are used, all bolts and rivets shall be counter sunk 

and well ground to provide in smooth plane surface. 

(b) Forms shall be mortar tight and shall be sufficiently rigid by the use of ties and 

bracing to prevent any displacement or sagging between supports. They shall be strong 

enough to withstand all pressure, ramming, and vibration, without deflection from the 

prescribed lines occurring during and after placing the concrete and shall be tight enough to 

prevent any appreciable loss of concrete during vibration. Screw jacks or hard wood wedges 

where required shall be provided to make up any settlement in the formwork before or during 

the placing of concrete. 

(c) Scheduled camber shall be provided in horizontal members of structures, specially in 

long spans to counteract the effects of any deflection. The formwork shall be so fixed as to 

provide for such camber, if required. 

(d) 

Forms shall be so constructed as to be removed in sections in the desired sequence, 

without damaging the surface of concrete or disturbing other sections. 

(e) 

Number of sets of Staging and Shuttering equipments (details attached) 

( FOR BRIDGE WORK ONLY) 

In order to ensure completion of bridge within the stipulated period the contractor shall have 

to arrange a minimum number of sets of staging and shuttering as well as equipments the 

required size for different components as stipulated hereunder. 

i) For foundation (a) Staging and Shuttering _____2____ sets. 

(b) Equipment 

_____2____ sets. 

ii) For sub structure & other items. 

(a) Staging and Shuttering _____2____ sets. 

(b) Equipment 

_____2____ sets. 

iii) For superstructure 

(a) Staging and Shuttering _____2____ sets. 

(b) Equipment 

_____2____ sets. 


113 

Dy.E.E. 

(f) 

Forms shall be constructed so as to be removable in sections in the desired sequence 

without damaging the surface of concrete of disturbing other sections. 

(g) The contractor shall submit the design for centering well before in advance for 

concrete work. No work of centering shall be done without approval of the competent 

authority. 

The contractor shall execute the formwork / shuttering as per sanctioned design. The 

shuttering shall be approved by the competent authority before starting of concrete work. 

40. R.C.C. Pipes :- The contractor shall purchase the R.C.C. pipes of required categories 

from MSSIDC/ small industries and necessary documentary evidence for purchase of 

pipes shall be produced to the Engineer-in-charge during the execution of work. 

41. CONDITION RELATING TO INSURANCE OF CONTRACT WORK. 

Contractor shall take out necessary Insurance Policy/ (viz. Contractors All 

Risks Insurance Policy, Erection All Risks Insurance Policy etc. as decided by the 

Directorate of Insurance) so as to provide adequate insurance cover for execution of 

the awarded contract work for total contract value and complete contract period 

compulsorily from the “Directorate of Insurance, Maharashtra State, Mumbai only its 

postal address for Correspondence is “264, MHADA, First Floor, Opp. Kalanagar, 

Bandra (East) Mumbai – 400051” ( Telephone Nos. 26590403/26590690 and Fax 

No. 26592461/26590403) Similarly, all workmen‟s appointed to complete the 

contract work are required to insure under workmen‟s compensation insurance 

policy. Insurance policy/policies taken out from any other Company will not be 

accepted. If any contractor has effected Insurance with any insurance company the 

same will not be accepted and the amount of premium calculated by the Government 

Insurance Fund will be recovered directly from the amount payable to the Contractor 

for the executed contract work and paid to the Directorate of Insurance Fund, 

Maharashtra State, Mumbai, The Director of Insurance reserves the right to distribute 

the risks of insurance among the other insurers. 


114 

Dy.E.E. 

42. ÉÉºÉxÉ =tÉäMÉ,=VÉÉÇ ´É EòÉ¨ÉMÉÉ®ú Ê´É¦ÉÉMÉ {ÉjÉ Gò¨ÉÉÆEò ¤ÉÒºÉÒB/

115 

Dy.E.E. 

REINFORCEMENT 

1. All reinforcement shall be T.M.T. steel bars (Grade Designation Fe 500) conforming 

to IS:1786 

EARTH FILL/EMBANKMENT : 

1. Back filling material should conform to Cl 305.2 of MORT&H Specifications Fourth 

Revision 2002 and IRC:78-2000 Appendix 6. 

2. Back filling behind abutment wall shall be done after construction of the abutment. 

WATER 

1. Water to be used in concreting and curing shall be conforming to clause 302.4 of 

IRC:21-2000. 

WORKMANSHIP/DETAILING 

1. Minimum clear cover to any reinforcement shall be 75 mm. for raft & cut off walls 

and 50mm for other components. 

2. Construction joints : 

I. The Location and Provision of construction joints shall be approved by Engineer in 

charge. 

II. The concrete surface at the joints shall be brushed with stiff brush after casting while 

the concrete is still fresh and it has only slightly hardened. 

III. Before new concrete is poured. The surface of old concrete shall be prepared us 

under: 

(a) For hardened concrete the surface shall be thoroughly cleaned. The surface shall be 

thoroughly cleaned to remove debris/laitance and made rough so that 1/4 of the size of 

the aggregate is exposed. 

(b) For old surface shall be soaked with water without leaving puddles immediately 

before starting concreting to prevent the absorption of water from new concrete. 

IV. new concrete shall be thoroughly compacted in Region of the joint. 

3. Welding of Reinforcement bars shall be permitted. 

4. Laps in Reinforcement: 

I. Minimum lap length of reinforcement shall be decided as per the reinforcement 

arrangement based on the clause - 304.6.6.2 of I.R.C. :21-2000. 

II. Not more than 25% of reinforcement shall be lapped at any one location laps shall be 

suitably staggered. 


116 

Dy.E.E. 

5. Bending of reinforcement bars shall be as per IS:2502. 

6. Supporting chairs of 12mm diameter shall be provided at suitable intervals as per 

IS:2502. 

7. Concrete shall be produced in a mechanical mixed of capacity not less than 200 litres. 

Having integral weight - batching facility and preferably having automatic water 

measuring and dispensing Device. 

8. Proper compaction of concrete shall be ensured by use of appropriate type of 

vibrators. 

9. Properly Braced steel plates shall be used as shuttering. 

10. Sharp edges of concrete shall be chamfered. 

11. Filter media should be provided in accordance to clause 250.2.2 of MORT&H 

specifications (Fourth Rev.2002). 


117 

Dy.E.E. 

Calculations to compute the quantity of cement which should have used and that actually 

used during the month on various items. 

1 

2 

3 

4 

5 

6 

7 

8 

ABSTRACT FOR THE MONTH ENDING 

FOR THE MONTH OF _______________ 200 . 

Sr. 

No. 

NAME 

OF THE 

ITEM 

APPROXIMATE 

QUANTITY OF 

WORK DONE. 

QTY. OF CEMENT 

(IN BAGS) 

WHICH IS 

REQUIRED TO BE 

USED. 

TOTAL 

QTY. 

OF 

CEMENT 

WHICH 

SHOULD 

HAVE 

BEEN 

USED IN 

BAGS. 

QTY. OF 

CEMENT 

WHICH 

WAS 

ACTUALLY 

USED IN 

BAGS 

QTY. UNIT QTY. IN PER 

BAGS 

1. 2. 3. 4. 5. 6. 7. 8. 

-- SAMPLE FORM -- 

___________________________________________________________________________ 


Dy.E.E. 

118 

PROFORMA 

MIX TRANSPORTATION DETAILS 

NAME OF WORK : DIVISION : 

NAME OF AGENCY : SUB-DIVISION : 

NAME OF ENGINEER-IN-CHARGE : 

Sr. 

No. 

Date 

Registe 

red 

Number 

Of 

Tipper 

Weight of Mix 

Time 

To 

leave 

the 

Plant 

Time 

To 

reach 

the 

paver 

Time 

taken 

in 

Minutes. 

Temperature 

Remarks 

Wt. 

Of 

loaded 

Tipper 

Wt. of 

empty 

Tipper 

Wt. 

of 

Mix 

(4-5) 

Mix 

@ 

Plant 

Mix 

@ 

Paver 

1 2 3 4 5 6 7 8 9 10 11 12 

NOTE : This information is to be kept upto date as per Tender condition No. 23.2 


119 

Dy.E.E. 

LIST OF APPARATUS REQUIRED FOR ROAD WORK 

INCLUDING HOT MIX WORKS 

(Whichever is applicable) 

Sr. Name of Apparatus Nos. (Min) 

Required 

1 IS sieves 45 cm dia. G.I. Frame with lid and pan (40mm, 20mm, 10mm, 

4.75mm) 

1 set 

2 

Pan balance 15 kg. capacity with set of weights. 1 Nos. 

3 

Impact test equipment. 1 Nos. 

4 

Flakiness Index gauge 1 Nos. 

5 

Slump cone and tamping rod-mould. 1 Nos. 

Concrete cube moulds 

i) 15 x 15 x 15 cm 

12 Nos. 

ii) 7.07 x 7.07 x 7.07 cm. 

12 Nos. 

6 

7 

Measuring cylinders (1000ml, 500ml, 250ml, 100ml) 4 Nos. 

8 

Test trays. 3 Nos. 

9 

Steel tape 1 Nos. 

10 

Compression Testing Machine 1 Nos. 

11 

Thermometers 12 Nos. 

Set of IS sieves (45cm dia. G.I. frame 125mm, 100mm, 90mm, 80mm, 63mm, 

60mm, 50mm, 45mm, 40mm, 37.5mm, 26.5mm, 25mm, 22.4mm, 20mm, 19mm, 

1 set 

(23 Nos.) 

12 

13.5mm, 11.2mm, 6.3mm, 6 mm, 5.6mm, and 4.75mm Lid and Pan (course 

sieves) 

13 

IS sieves, 20cm, dia brass frame 2.8mm, 2.36mm, 1.18mm, 7.10mic, 600mic, 

425mic, 356mic, 300mic, 180mic, 150mic, 75mic, with lid and pan. 

1 set 

14 Pan balance 15 kg. capacity with set of weights. 1 No. 

15 C.B.R. moulds. 9 Nos. 

16 Field density. (Sand replacement method) 2 Nos. 

17 Field density core cutter method. 2 Nos. 

18 L.L. PI equipment 1 No. 

19 Impact test equipment 1 No. 

20 Flakiness Index 2 Nos. 

Marshal stability test (Apparatus complete test with all accessories etc operated i) 

21 

Providing Ring 5 ton and Ring 2 Ton capacity. Ii) Dial gauges iii) Pedestal iv) 

Rammer v) moulds with collar and base plate. 

1No. each 

22 Extraction test Apparatus for bitumen (Hand operated). 1 No. 

23 Filter paper (per box). 150 

24 Benzene. 20 ltrs.. 

25 Spring balance 50 kg. 1 No.. 

26 Moisture boxes 30 Nos. 

27 Filed oven. 1 No. 

28 Sand (standard). 75 Kg. 

29 Set of Buckets for Bulk density 30 ltrs. 15 ltrs and 3 litrs.. 3 Nos. 

30 Riffle Box (Sample, dividing Box). 1 No. 

31 Electronic Balance 2000 gms.. 1 No. 


120 

Dy.E.E. 

BLANK PAGE 


121 

Dy.E.E. 

QUALITY ASSURANCE AND MAINTENANCE 

To ensure the specified quality of work which will also include necessary surveys, 

temporary works etc., the contractor shall prepare a quality assurance plan and get the same 

approved from the Engineer in charge within eight days from the date of work order. For 

this, contractor shall submit an organization chart of his technical personnel to be deployed 

on the work along with their qualification, job descriptions defining the functions of 

reporting, supervising inspecting and approving. The contractor shall also submit a list of 

tools, equipment‟s and the machinery and instrumentation which he proposes to use for the 

construction and for testing in the field and/or in the laboratory and monitoring. The 

contractor shall modify/supplement the organization chart and the list of machinery, 

equipment etc. as per the direction of the Superintending Engineer and shall deploy the 

personnel and equipment on the field as per the approved chart and list respectively. The 

contractor shall submit written method statements detailing his exact proposals of execution 

of the work in accordance with the specifications. He will have to get these approved from 

the Engineer in charge. The quality of the work shall be properly documented through 

certificate, records, check-lists and logbooks of results etc. Such records shall be complied 

from the beginning of the work and be continuously updated and supplemented and this will 

be the responsibility of the contractor. The forms should be got approved from the Executive 

Engineer-in-charge. 

The contractor shall prepare detailed completion drawing after completion of the work. He 

shall also prepare and submit a maintenance manual giving procedure for maintenance, with 

the period of maintenance works including inspections, tools and equipment to be used, 

means of accessibility for all parts of the structure. He shall also include in the manual, the 

specifications for maintenance work that would be appropriate for his design and technique 

of construction. This manual shall be submitted within the contract period. 


122 

Dy.E.E. 

BLANK PAGE 


123 

PRICE VARIATION CLAUSE 

Dy.E.E. 

If during the Operative Period of the Contract as defined in condition (i) below, there 

shall be any variation in the Consumer Price Index (New Series) for Industrial workers for Mumbai 

Centre as per the Labour Gazette published by the Commissioner of Labour, Government of 

Maharashtra and/or in the whole sale Price Index for all commodities prepared by the Office of 

Economic Advise, Ministry of Industry Government of India, or in the price of Petrol/Oil and 

lubricants and major construction materials like bitumen, cement, steel, various types of metal 

pipes etc., then subject to the other conditions mentioned below, price adjustment on account of 

1. Labour Component 

2. Material Component 

3. Petrol, Oil and Lubricants Component 

4. Bitumen Component 

5. HYSD,TMT, & Mild Steel Component 

6. Cement Component 

7. C.I. and D.I. Pipes Component 

Calculated as per the formula hereinafter appearing, shall be made, Apart from these, no 

other adjustment shall be made to the contract price for any reasons whatsoever, Component 

percentage as given below are as of the total cost of work put to tender. Total Labour, material & 

POL Components shall be 100 and other components shall be as per actual. 

1. Labour Component -K1 18% 

2. Material Component - K2 79% 

3. POL Component - K3 03% 

4. Bitumen Component Actual 

5. HYSD, TMT & Mild Steel Component Actual 

6. Cement Component Actual 

7. C.I. and D.I. Pipes Component Actual 

Note :- If cement, HYSD, TMT & Mild Steel, Bitumen, C.I. And D.I. Pipes are Supplied on 

Schedule "A" then respective component shall not be considered. Also particular component is not 

relevant same shall be deleted. 

(A) Formula for Labour Component : 

V 1 = 0.85 P X K 1 X L 1 -L 0 

100 L 0 

Where - 

V 1 = 

P = 

K 1 = 

L 0 = 

Amount of price variation in Rupees to be allowed for labour component. 

Cost of work done during the quarter under consideration minus the cost of Cement, 

HYSD & Mild Steel, Bitumen, C.I. And D.I. Pipes calculated at the basic star rates as 

applicable for the tender, consumed during the quarter under consideration. 

Kind of Material 

Star Rates 

1) Bitumen 60/70 Grade - Rs. 49,858/-MT. 

2) Cement - Rs. 6,400/-MT. DSR Rate 

3) T.M.T. Steel - Rs. 47,383/-MT. DSR Rate 

Percentage of Labour Component as indicated above. 

Basic Consumer Price Index for Mumbai centre shall be average consumer price index 

for the quarter preceding the month in which the last date prescribed for receipt of 

tender falls. 

L 1 = Average Consumer Price Index for Mumbai centre for the quarter under 

consideration. 


124 

Dy.E.E. 

(B) Formula for Materials Component : 

V 2 = 0.85 P X K 2 X M 1 -M 0 

100 M 0 

Where - 

V 2 = 

P = 

K 2 = 

M 0 = 

M 1 = 

Amount of price variation in Rupees to be allowed for Materials component. 

Same as worked out for labour component. 

Percentage of Material Component as indicated above. 

Basic wholesale Price Index shall be average wholesale price index for the quarter preceding 

the month in which the last date prescribed for receipt of tender falls. 

Average wholesale Price Index during the quarter under consideration. 

(C) Formula for Petrol, Oil and Lubricant Component : 

V 3 = 0.85 P X K 3 X P 1 -P 0 

100 P 0 

Where - 

V 3 = 

P = 

K 3 = 

P 0 = 

P 1 = 

Amount of price variation in Rupees to be allowed for POL component. 

Same as worked out for labour component. 

Percentage of Petrol, Oil and Lubricant Component as indicated above. 

Basic Price of H.S.D. at Mumbai during the quarter preceding the month in which the last 

date prescribed for receipt of tender falls. 

Average Price of H.S.D. at Mumbai during the quarter under consideration. 

(D) Formula for Bitumen Component : 

Where - 

V 4 = QB ( B 1 - B 0 ) 

V 4 = 

QB = 

B 1 = 

B 0 = 

Amount of price variation in Rupees to be allowed for Bitumen component. 

Quantity of Bitumen (Grade 30/40 & Grade 60/70) in metric tonnes used in the 

permanent works and approved enabling works during the quarter under consideration. 

Current, average ex-refinery price per metric tonne of Bitumen (Grade 30/40 & Grade 

60/70) under consideration including taxes (octroi, excise, sales tax) during the quarter 

under consideration. 

Basic rate of Bitumen in rupees per metric tonne as considered for working out value of 

P. or average ex-refinery price in rupees per metric ton including taxes (octroi, excise 

sales tax) of Bitumen for the grade of bitumen under consideration prevailing quarter 

preceding the month in which the last date prescribe for receipt of tender; falls, 

whichever is higher. 


125 

Dy.E.E. 

(E) Formula for T.M.T./HYSD & Mild Steel Component : 

V 5 = 

Where- 

V 5 = 

S 0 = 

Sl 1 = 

Sl 0 = 

T = 

S 0 (Sl 1 - Sl 0 ) 

Sl 0 

X 

T 

Amount of price variation in Rupees to be allowed for T.M.T./HYSD & Mild Steel 

component. 

Basic rate of T.M.T./HYSD and Mild Steel in rupees per metric tonne as considered 

for working out value of P 

Average Steel Index as per RBI Bulletin during the quarter under consideration. 

Average of Steel Index as per RBI Bulletin for the quarter preceding the month in 

which the last date prescribed for receipt of tender falls. 

Tonnage of T.M.T./HYSD & Mild steel used in the permanent works for the 

quarter under consideration. 

(F) Formula for cement Component : 

V 6 = 

Where- 

V 6 = 

C 0 = 

Cl 1 = 

Cl 0 = 

T = 

C 0 (Cl 1 - Cl 0 ) 

Cl 0 

X 

T 

Amount of price escalation in Rupees to be allowed for cement component. 

Basic rate of cement in rupees per metric ton as considered for working out value of 

P 

Average cement Index published in the RBI Bulletin for the quarter under 


Average of Cement Index published in the RBI Bulletin for the quarter preceding 

the month in which the last date prescribed for receipt of tender falls. 

Tonnage of Cement used in the permanent works for the quarter under 


(G) Formula for C,I,/D.I. pipe Component : 

V 7 = Q d ( D 1 - D 0 ) 

Where - 

V 7 = Amount of price escalation in Rupees to be allowed for C.I./D.I. pipe component. 

D 0 = Pig Iron basic price in rupees per tonne considered for working out value of P. 

D 1 = 

Q d = 

Average Pig iron price in rupees per tonne during the quarter under consideration. 

(Published by IISCO) 

Tonnage of C.I./D.I pipes used in the works during the quarter under consideration. 


126 

Dy.E.E. 

The following conditions shall prevails 

:- 

i) The operative period of the Contract shall mean the period commencing from the date of 

the work order issued to the Contractor and ending on the date on which the time allowed 

for the completion of the works specified in the Contract for work expires, taking into 

consideration the extension of time, if any, for completion of the work granted by the 

Engineer, under the relevant clause of the Conditions of Contract in cases other than 

those where such extension is necessitated on account of default of the Contractor. The 

decision of the Engineer as regards the Operative Period of the contract shall be final and 

binding on the Contractor. Where any compensation for liquidated damages is levied on 

the Contractor on account of delay in completion or inadequate progress under the 

relevant Contract provisions, the price adjustment amount for the balance of work from 

the date of levy of such compensation shall be worked out by pegging the indices 

L 1 , M 1 , C 1 , P 1 , B 1 , Sl 1 , & Cl 1 to the levels corresponding to the date from which such 

compensation is levied. 

ii) 

The price variation shall be applicable to all contracts in B1/B2 & C from but shall not 

apply to piece works. The price variation shall be determined during each quarter as per 

formula given above in this clause. 

iii) 

The Price Variation under this Clause shall not be payable for the extra items required to 

be executed during the completion of the work and also on the excess quantities of items 

payable under the provisions of Clause 38/37 of the contract form B1 / B2 respectively. 

Since the rates payable for the extra items or the extra quantities under Clause 38/37 are 

to be fixed as per current DSR or as mutually agreed to yearly revision till completion of 

such work. In other words, when the completion/execution of extra items as well as extra 

quantities under Clause 38/37 of the contract form B1 / B2 extends beyond the operative 

date of the DSR then rates payable for the same beyond the date shall be revised with 

reference to the current DSR prevalent at that time on year to year basis or revised in 

accordance with mutual agreement thereon, as provided for in the Contract, whichever is 

less. 

iv) 

This clause is operative both ways, i.e. if the price variation as calculated above is on the 

plus side, payment on account of the price variation shall be allowed to the contractor 

and if it is on the negative side, the Government shall be entitled to recover the same 

from the Contractor and the amount shall be deductible from any amounts due and 

payable under the contract. 

v) To the extent that full compensation for any rise or fall in costs to the Contractor is not 

entirely covered by the provision of this or other clauses in the contract, the unit rate and 

prices included in the contract shall be deemed to include amounts to cover the 

contingency of such other actual rise or fall in costs. 


127 

Dy.E.E. 


DAHIVALI TO SAWARDA RAILWAYSTATION ON KAPASHI RIVER ON VR-113 

AT KM. 0/950 IN TALUKA CHIPLUN DISTRICT RATNAGIRI. (UNDER NABARD 

RIDF-XVIII) 

SCHEDULE 'A' 

Schedule showing (approximately) the materials to be supplied from the P.W. Department 

Stores for Work contracted to be executed and preliminary and ancillary works and the rates 

at which they are to be charged for. 

Sr.No. Particulars Quantity Rate in Place of Delivery 

In figure In words 

N I L 

NOTE :- 

1) The other material like asphalt, cement, steel are to be supplied by the Contractor. The 

conditions of Schedule 'A' attached separately. 


128 

Dy.E.E. 

BLANK PAGE 


129 

Dy.E.E. 

ADDITIONAL CONDITIONS FOR MATERIALS 

(CEMENT , STEEL , BULK ASPHALT ETC. ) 

BROUGHT BY CONTRACTOR 

1. All the materials such as cement , steel , Bulk asphalt etc. required for 

execution of work shall be brought by contractor at his own cost. 

2. The contractor shall maintain the record of these materials (cement , steel , 

Bulk Asphalt) in the prescribed proforma and registers as directed by Engineer 

in charge. The sample of prescribed proforma is attached at the end (Page 

No.132 to 138). These registers shall be signed by both contractors and 

representative of Engineer in charge. These registers shall be made available 

for inspection, verification for the department as and when required. These 

registers shall be in the custody of department and shall be maintained by the 

department. 

The Contractor shall submit periodically as well as on completion of work, an 

account of all materials used by him on the work. In addition, a separate 

register shall be maintained on site for recording daily item wise asphalt, 

cement consumption and also item wise consumption of other materials. 

This shall be signed daily by Contractor or his representative and 

representative of Engineer-in-charge. 

3. The material required only for this work shall be kept in the godown at site. No 

materials shall be shifted outside of the godown except for the work for which 

this agreement is entered without prior approval of the Engineer-in-charge. 

4. The material cement , steel , bulk asphalt etc. brought on the work site shall be 

accompanied with necessary Company / manufacturing firm‟s test certificates. 

Contractor shall use Bulk/Packed bitumen obtained from any Government 

refinery only. It shall be compulsory on the part of contractor to submit 

schedule of arrival of bouzer in advance to the Engineer in charge. 

The contractor shall have to submit original purchase voucher duly supported 

by original delivery challan and exit gate pass. The bitumen brought by the 

contractor for the work will be open to check by the Engineer-in-charge or his 

representative at all times. 

The bitumen so procured will have to be tested as per the frequency prescribed 

by the department. The testing charges will have to be borne by the contractor. 

It will be compulsory on the part of contractor to establish the well equipment 

testing laboratory with experienced testing personnel for testing of grade of 

bitumen obtained at the plant from the Government refinery. 


130 

Dy.E.E. 

If the test results are satisfactory, then and then only the material shall be 

allowed to be used on the work. If the test results are not as per standards, these 

materials shall be immediately removed from the work site at contractor‟s cost. 

In case of cement, if so requested by the contractor in writing, material will be 

allowed to be used before receipt of test results but this will be entirely at the 

risk and cost of the contractor. 

5. The contractor shall produce sufficient documentary evidence i.e. bill for the 

purchase, Octroi receipt etc. bill for the purchase of material brought on the 

work site at once if so requested by the department. 

6. All these material i.e. cement, steel bulk asphalt etc. shall be protected from 

any damages, rains etc. by the contractor at his own cost. 

7. The Contractor will have to erect temporary shed of approved specifications for 

storing of above materials at work site at contractors cost having double lock 

arrangements (By Double lock it is meant that godown shall always be locked 

by two locks, one lock being owned and operated by Contractor and other by 

Engineer-in-charge or his authorised representative and the door shall be 

openable only after both locks are opened.) 

8. If required, the weighment of bulk asphalt bouzers etc. brought by the 

contractor shall be carried out by the contractor at his own cost. 

9. The contractor shall not use cement and other material for the item to be 

executed outside the scope of this contract except for such ancillary small item 

as are connected and absolutely necessary for execution of this work as may be 

decided by the Engineer-in-charge. 

10. The Government shall not be responsible for the loss in bulk asphalt , cement , 

steel etc. during transit to work site. 

The cement brought by the contractor at the work site shall mean 50 kg 

equivalent to 0.0347 cubic meters per bag by weight. The rate quoted should 

correspond to this method of reckoning. In case for ordinary / controlled 

concrete , if cement is short , the shortage / shortages will be made good by the 

contractor at his cost. 

11. INDEMNITY 

The condition regarding indemnity as defined on page No.94 at Sr.No.8.6. will 

apply mutatis mutandis in case of material brought by contractor at the site for 

the execution of the work being executed under this contract. 

12. In case the materials brought by the contractor become surplus owing to the 

change in the design of the work, the materials should be taken back by the 

contractor at his own cost after prior permission of Engineer-in-charge. 


131 

Dy.E.E. 

12. All empty bags or empty asphalt drums shall be the property of contractor and 

the same shall be removed immediately after completion of work. 

13. The 60/70 grade bitumen use for bituminous work must be refinery produced. 

14. In order to ensure proper grade of bitumen that is to be used for bituminous 

work, following procedure shall be adopted. 

a) The schedule of arrival of bouzers and the procurement of bitumen obtained 

from the Government refinery shall be submitted by the contractor before 

preparation of the bitumen mix. 

b) The necessary instruments/machineries (with latest calibration) on plant/site for 

testing of materials shall be made available by the contractor. 

c) The original challan and delivery memo of the bitumen obtain the Government 

Refinery shall be submitted to the Engineer-in-charge and the same shall 

recorded in measurement book of that work. 

d) Engineer-in-charge shall collect the sample of the bitumen received from the 

Government refinery prior to unloading the plant, and shall verify the quality 

from the Government laboratory and the result obtain shall be recorded. If he is 

satisfied with the results than only he shall permit in writing to the contract to 

unload the bitumen in the presence of Engineer-in-charge or his authorized 

representative. 

e) The workwise register shall be maintained on the plant containing Bouzers 

Number, Challan Number, Delivery memo number. Net weight of the bitumen, 

grade of the bitumen and the name of the officer who conduct the test. 


132 

Dy.E.E. 

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138 

Dy.E.E. 

REGISTERS TO BE MAINTAINED BY CONTRACTOR IN 

CO-ORDINATION WITH DEPTT. STAFF 


(I) GENERAL REGISTERS 

(II) FOR BRIDGE WORK 

1) Work order book 1) Register of gradation of metal for concrete. 

2) Visitor register. 2) Silt contenet register. 

3) Work register of daily qty's executed of 3) Cement register 

each item. 

4) Register of registers. 4) Ghani register. 

5) Weekly report of work as per miles stone. 5) Cube register. 

6) Calibration certificate register. 

7) Laboratory test register. 

(III) FOR B.T. WORK 

(IV) FOR EARTH WORK & 

SHOULDERS 

1) Register of machinery. 1) Register of machineries at site. 

2) Log Books of machinery at site. 2) Field density test register for shoulder. 

3) Gradation of mix. 3) Log book of each machinery working at 

site. 

4) Extraction of mix. 4) Boulder register. (If reuire) 

5) Load register at plant & site. 5) Daily earthwork register. 

6) Impact test register. 

7) F.I. & E.I. test register. 

8) Abrasion value register. 

9) Water absorption test register. 

10) File of printout of each load. 

11) Roller pass register. 

12) Tack coat register. 

13) Tray test register. 

14) Field density test register. 

15) Marshal stability & flow register. 

16) Thickness register of B.T. layers. 

17) Asphalt register at plant. 

18) Penetration test register. 

19) Specific gravity of asphalt register. 

20) Ductility test register. 

21) Elastic recovery test register. 

22) Hydrometer test register for fines. 


139 

Dy.E.E. 

NAME OF WORK :- CONSTRUCTION OF MAJOR BRIDGE CONNECTING DAHIVALI TO SAWARDA RAILWAYSTATION ON KAPASHI RIVER ON VR-113 AT KM. 

0/950 IN TALUKA CHIPLUN DISTRICT RATNAGIRI. (UNDER NABARD RIDF-XVIII) 

SCHEDULE 'B' 

Estimated Quantity may be 

more or less 

Item of work Estimated Rate Unit 

(Per) 

Amount 

1 

797.33 Cubic 

metre 

In figure 

In words 

2 3 4 5 6 

Item No.1 :- Earthwork in excavation for foundation of 

structures of Major bridge in soft strata as per drawing 

and techanical specifications, including setting out, 

construction of shoring and bracing, removal of stumps 

and other deleterious matter, dressing of sides and 

bottom and backfilling with approved material with all 

leads and lifts etc. complete. 

149.00 Rupees One 

hundred forty nine 

and paise nil only. 

One 

cubic 

metre 

118802.17 

267.34 Cubic 

metre 

Item No.2 :- Earthwork in excavation for foundation of 

structures of Major bridge in hard rock requiring blasting 

as per drawing and technical specifications, including 

setting out, construction of shoring and bracing, 

removal of stumps and other deleterious matter, 

dressing of sides and bottom and backfilling with 

approval material etc. with all leads and lifts etc. 

complete. 

557.00 Rupees Five 

hundred fifty seven 


One 

cubic 

metre 

148908.38 

Contractor No.of corrections Executive Engineer

140 

Dy.E.E. 


more or less 


(Per) 

Amount 

1 

In figure 

In words 

2 3 4 5 6 

Item No.3 :- Dewatering for Abutment and Pier including 

diversion of stream, providing cofferdam, bunds etc. as 

may be necessary for foundation and other parts of 

work and bailing out and pumping out water below the 

actual initial natural water level for start of that 

particular component till completion of bridge. etc. 

complete. 

170.81 Cubic 

metre 

A) For Abutment in other soil 147.00 Rupees One 

hundred forty seven 


One 

cubic 

metre 

25109.07 

529.58 Cubic 

metre 

B) For pier in other soil 212.00 Rupees Two 

hundred twelve 


One 

cubic 

metre 

112270.96 


141 

Dy.E.E. 


more or less 


(Per) 

Amount 

1 

50.00 Number Item No.4:- Providing and fixing steel anchor dowel bars 

at the base of the foundation including drilling holes 

upto 0.90 meter depth in rock placing the dowel in 

position and effectively grouting the hole (25 milimeter 

diameter anchor steel rod of 3.00 meter length) etc. 

complete. 

In figure 

In words 

2 3 4 5 6 

747.65 Rupees Seven 


and paise sixty five 

only. 

One 

Number 

37382.50 

38.49 Cubic 

metre 

Item No.5 : - Providing and laying in situ M-15 cement 

concrete of trap metal mechanically mixed, placed in 

foundation and compacted by vibration including 

necessary bailing out water, curing (without 

plywood/steel formwork, centering and excluding 

dewatering by pump) etc. with all leads and lifts etc. 

complete. 

4023.60 Rupees Four 

thousand Twenty 

three and paise 

sixty only. 

One 

cubic 

metre 

154868.36 

177.02 Cubic 

metre 

Item No.6 : - Providing and laying in situ Reinforced 

cement concrete M-30 of trap metal mechanically 

mixed, placed in foundation footing and compacted by 

vibration including necessary bailing out water, curing 

(including plywood/steel formwork, centering and 

excluding dewatering by pump) etc. with all leads and 

lifts etc. complete. 


thousand two 

hundred seventy 

seven and paise 

sixty only. 

One 

cubic 

metre 

934240.75 


142 

Dy.E.E. 


more or less 


(Per) 

Amount 

1 

268.31 Cubic 

metre 

In figure 

In words 

2 3 4 5 6 

Item No.7:- Providing and laying in situ M-25 plain 

cement concrete of trap metal for cast in situ 

abutment, returns, wings etc. Including provision of "V" 

shaped false joints to form suitable panels on the faces 

to approved design with compacting by vibrating and 

curing complete, including plywood/steel formwork 

centering (excluding dewatering by means of pump) 

and including bailing out water and curing finishing in 

cement mortar 1:3 etc. complete. as directed by 



thousand six 


and paise sixty only. 

One 

cubic 

metre 

1521478.69 

119.31 Cubic 

metre 

Item No.8:- Providing and laying in situ Reinforced 

Cement Concrete M-30 of trap metal for cast in situ 

piers etc. Including provision of "V" shaped false joints to 

form suitable panels on the faces to approved design 

with compacting by vibrating and curing complete, 

including plywood/steel formwork centering (excluding 

dewatering by means of pump) and including bailing 

out water and curing finishing in cement mortar 1:3 etc. 

complete. as directed by Engineer in charge. 


thousand seven 


five and paise sixty 

only. 

One 

cubic 

metre 

689086.84 


143 

Dy.E.E. 


more or less 


(Per) 

Amount 

1 

33.970 Cubic 

metre 

In figure 

In words 

2 3 4 5 6 

Item No.9 :- Providing and laying in situ controlled 

reinforced cement concrete M-30 of trap metal with all 

leads and lifts for reinforced cement concrete caps 

over piers and abutments including necessary 

scaffolding, plywood/steel formwork, compaction by 

vibrating, finishing in cement mortar 1:3, curing etc 

complete. (excluding reinforcement). 

6026.60 Rupees Six 

thousand twenty six 


One 

cubic 

metre 

204723.60 

174.53 Cubic 

metre 

Item No.10 :-Providing and laying in Situ M-30 cement 

concrete of trap metal with all leads and lifts for 

Reinforced Cement Concrete work including ramming, 

vibrating, finishing in cement mortar 1:3 and curing 

complete for main/cross girder diaphragms arch etc. 

including plywood/steel formwork, centering and 

finishing in cement plaster etc. complete. (excluding 

reinforcement) 

7768.60 Rupees Seven 


hundred sixty eight 


One 

cubic 

metre 

1355853.76 


144 

Dy.E.E. 


more or less 


(Per) 

Amount 

1 

19.62 Cubic 

metre 

In figure 

In words 

2 3 4 5 6 

Item No.11 :-Providing and laying in situ cement 

concrete M-30 of trap metal with all leads and lifts for 

Reinforced Cement Concrete work of ballast walls, 

kerbs, box returns etc. including scaffolding, centering 

plywood/steel formwork, compaction finishing in 

cement mortar 1:3 and curing etc. complete. 

(excluding reinforcement) 


thousand three 

hundred fifty nine 


One 

cubic 

metre 

124775.35 

Item No.12 :- Providing and cutting, bending, hooking, 

laying in position and tying Thermo Mechanically 

Treated steel bars for reinforcement as per detailed 

drawings for all R.C.C. Work etc. complete. 

12.392 Metric 

tonne 

i) For Foundation 65425.00 Rupees Sixty five 

thousand four 

hundred twenty five 


One 

metric 

tonne 

810746.60 


145 

Dy.E.E. 


more or less 


(Per) 

Amount 

1 

16.632 Metric 

tonne 

In figure 

In words 

2 3 4 5 6 

ii) Sub Structure 63425.00 Rupees Sixty three 

thousand four 



One 

metric 

tonne 

1054884.60 

20.019 Metric 

tonne 

iii) Super structure 65425.00 Rupees Sixty five 

thousand four 



One 

metric 

tonne 

1309743.08 

31.25 Running 

metre 

Item No.13 :- Providing strip seal type Elastomeric 

expansion joint as per detailed drawing as per MORT & 

H specification etc. complete. 

22744.00 Rupees Twenty two 


hundred fofty four 


One 

running 

metre 

710750.00 

234.40 Running 

metre 

Item No.14 :- Providing and laying weep holes of 100 

milimeter diameter, AC/PVC pipes as per drawing for 

abutment, returns, return walls etc. including cutting 

and placing in proper slope etc. complete 




One 

running 

metre 

34456.80 


146 

Dy.E.E. 


more or less 


(Per) 

Amount 

1 

32.00 Number Item No 15:- Providing and fixing galvanised iron 100 

milimeter diameter water spouts (length of water spout 

600 milimeter) including Mild Steel plate, grill 6milimeter 

thick suitably cut and welded on Galvanised Iron pipe 

as per detailed drawing etc. complete. 

In figure 

In words 

2 3 4 5 6 


thousand five and 

paise nil only. 

One 

Number 

32160.00 

142.47 Running 

metre 

Item No.16 :-Providing Reinforced cement concrete M- 

30 parapet for major bridge with cement concrete of 

trap metal with all lead and lifts with cast in situ precast 

panels as per detailed drawing including 

reinforcement, scaffolding, centering, formwork, 

compacting, finishing and curing etc. complete. 

{Sanchi Type} 


thousand nine 

hundred sixty and 


One 

running 

metre 

279241.20 

49.57 Cubic 

metres 

Item No.17 :- Providing trap rubble filling behind the 

abutments, returns or wings etc. complete. 

640.00 Rupees Six hundred 

forty and paise nil 

only. 

One 

cubic 

metre 

31724.80 


147 

Dy.E.E. 


more or less 


(Per) 

Amount 

1 

31.91 Square 

metre 

In figure 

In words 

2 3 4 5 6 

Item No.18 :- Providing and laying in position 90 

centimetre thick flexible rubble mat as per detailed 

drawing including laying and compaction and 

consolidation 15 centimeter to 23 centimeter soling, 

consolidation of 60 milimeter size metal layer in two 

layers and compaction of 10 centimeter layers in single 

layer with watering etc. including all lead etc. 

complete. 

850.00 Rupees Eight 

hundred fifty and 


One 

square 

metre 

27123.50 

1.35 Square 

metre 

Item No.19:- Providing and fixing 25 milimeter thick 

marble tablet of size and description as per detailed 

drawings including moulded marble 1:2 cement mortar 

border etc. complete. 


thousand two 

hundred sixty eight 


One 

square 

metre 

8461.80 

138.56 Cubic 

metre 

Item No.20 :-Providing and laying in situ cement 

concrete M-15 of trap metal for annular filling around 

abutment, pier for foundation including necessary 

bailing out water, compacting, curing etc. with all leads 

and lifts etc. complete. (excluding dewatering by 

means of pump and formwork) 

4017.25 Rupees Four 

thousand 

seventeen and 

paise twenty five 

only. 

One 

cubic 

metre 

556630.16 


148 

Dy.E.E. 


more or less 


(Per) 

Amount 

1 

93600.00 Cubic 

centimeter 

In figure 

In words 

2 3 4 5 6 

Item No.21 :- Providing and fixing in position Neoprene 

bearing as per standard specificatioins etc. complete. 

(As per IRC-83 Part II) 

1.45 Rupees One and 

paise forty five only. 

One 

cubic 

centimetre 

135720.00 

19.42 Cubic 

metre 

Item No.22 :- Providing and applying Bituminous 

macadam with 40-60 TPH hot mix plant producing an 

average output of 37 tonnes per hour using crushed 

aggregates of specified grading permixed with 

bituminous binder, at the rate of 3.30% by weight of total 

mix, Grading I (40 milimeter Nominal Size) transported to 

site, laid over a previously prepared surface with paver 

finisher to required grade, level and alignment rolled by 

vibratory roller and static roller to achive the desired 

compaction, grading (using 60/70 grade of bitumen) 

including providing and applying tack coat of bitumen 

at the rate of 50 kilogramme per 100 square metre by 

mechanical sprayer on prepared Black Topped surface 

with all leads and lifts etc. complete. (On Bridge 

Portion) 


thousand nine 

hundred fifty two 

and paise eighty 

only. 

One 

cubic 

metre 

115603.38 


149 

Dy.E.E. 


more or less 


(Per) 

Amount 

1 

9.71 Cubic 

metre 

In figure 

In words 

2 3 4 5 6 

Item No.23 :- Providing and laying Bituminous concrete 

25 milimeter thick on prapered surface with 40-60 TPH 

batch type HMP producing on average output of 75 

tonne per hour using crushed aggregates of specified 

grading permix with bituminius binder at 5.00% of mix 

and filler transporting the hotmix to work site laying with 

hydraulic paver finisher with sensor controlled to 

required grade level and alignment rolling with smooth 

wheeled vibratory and tandem roller to achive a 

desired compaction as per MORT & H specifications 

Clause 509 complete in all respect. (Including tack coat 

of emulsion bitumen 2.5 kg/per 10 square meter) 

8745.54 Rupees Eight 


hundred forty five 

and paise fifty four 

only. 

One 

cubic 

metre 

84919.19 

26.40 Cubic 

metre 

Item No.24 :- Supplying 60 milimeter trap stone metal at 

the road side including conveying and stacking with all 



hundred nineteen 


One 

cubic 

metre 

3141.60 


150 

Dy.E.E. 


more or less 


(Per) 

Amount 

1 

11.80 Cubic 

metre 

In figure 

In words 

2 3 4 5 6 

Item No.25 :- Supplying soft murum at the road side 

with all leads and lifts including conveying and 

stacking etc. complete. 


hundred ninety six 


One 

cubic 

metre 

2312.80 

26.40 Cubic 

metre 

Item No.26:- Spreading 60 milimeter trap oversize metal 

including sectioning with all leads and lifts etc. 

complete. 

24.00 Rupees Twenty four 


One 

cubic 

metre 

633.60 

11.80 Cubic 

metre 

Item No. 27 :- Spreading hard murum/soft murum and 

stone dust over the rubble soling oversize and size metal 

layer / blindage on the W.B.M. surface and for side 

width with all leads and lifts etc. complete as directed. 

15.00 Rupees Fifteen and 


One 

cubic 

metre 

177.00 

33.00 Square 

metre 

Item No. 28 :- Compacting the 60 milimeter oversize trap 

metal (200 mm loose) layer 2.00 to 7.00 metre wide with 

static roller including necessary labour materials and 

artificial watering etc. complete. 

12.00 Rupees Twelve and 


One 

square 

metre 

396.00 


151 

Dy.E.E. 


more or less 


(Per) 

Amount 

1 

5.00 Cubic 

metre 

In figure 

In words 

2 3 4 5 6 

Item No. 29 :- Providing earthwork in embankment with 

approved materials obtained from Private land upto a 

lead of 50 metre and including all lifts, laying in layers of 

20 to 30 centimeter thickness, breaking clods, dressing 

to the required lines, curves, grade and section with 

normal watering and compaction with power roller etc. 

complete. 

228.85 Rupees Two 

hundred twenty 

eight and paise 

eighty five only. 

One 

cubic 

metre 

1144.25 

50.00 Square 

metre 

Item No. 30 :- Compacting the hard murum upto 2.00 

metre width (200 mm loose) with static roller including 

artificial watering etc. complete. 

4.00 Rupees Four and 


One 

square 

metre 

200.00 

37.50 Running 

metre 

Item No.31 :-Providing and laying cement concrete 

pipes of I.S. 458 - 1988 of 900 milimeter diameter NP-II 

class in proper line, level and slope including providing, 

fixing creadles, curing etc. complete. 


thousand nine 

hundred sixty seven 


One 

running 

metre 

111262.50 

50.00 Square 

metre 

Item No.32 :- Providing dry rubble stone pitching 23 

centimeter thick as directed etc. complete. 


hundred fifty and 


One 

square 

metre 

12500.00 


152 

Dy.E.E. 


more or less 


(Per) 

Amount 

1 

2.00 Numbers Item No. 33 :- Providing and fixing Road junction/ 

information sign board of size 180 centimetre x 120 

centimetre Prepared on 14 gauge Mild Steel sheet with 

angle iron frame of size 35 x 35 x 3 milimetre with cross 

bracing of size 25 x 25 x 3 milimetre including painting 

with one coat of zinc chromate stoving primer and two 

coats each of Green/White back ground and back side 

gray stove enamelled bonded with Red/white Retroreflective 

sheet engineering grade border/ letters/ 

Numerals/ arrows/ coated with non peelable crystal 

clear protective transparent coat retaining 100 percent 

reflection including two angle iron post of size 50 x 50 x 5 

milimetre of 3.65 metre long inflated at bottom drilled 

on top with two nos. angle iron cross bracing for vertical 

angle post of size 50 x 50 x 5 milimetre of 2.35 mts. long 

and painted in white and black bands of 25 centimetre 

of size 10 milimetre long sheet and angle iron post in 

one piece without joints and fixing in ground with 

cement concrete 1:4:8 block of size 60cm x 60cm x 

75cm as directed by Engineer-in-charge etc. 

complete. 

In figure 

In words 

2 3 4 5 6 

13375.00 Rupees Thirteen 

thousand three 


five and paise nil 

only. 

One 

Number 

26750.00 

Total Rs. 10778183.28 

Say cost Rs. = 

10778183.00 


153 

Dy.E.E. 

NAME OF WORK :- CONSTRUCTION OF MAJOR BRIDGE CONNECTING DAHIVALI TO SAWARDA RAILWAYSTATION ON KAPASHI RIVER ON VR-113 AT KM. 

0/950 IN TALUKA CHIPLUN DISTRICT RATNAGIRI. (UNDER NABARD RIDF-XVIII) 

SCHEDULE 'C' SPECIFICATION 

Item of work 

Reference to Standard 

Specification Book 

or MORTH specification 

book 

Additional specification 

Sp.No. 

Page No 

1 2 3 4 

Item No.1 :- Earthwork in excavation for 

foundation of structures of Major bridge in 

soft strata as per drawing and techanical 

specifications, including setting out, 

construction of shoring and bracing, removal 

of stumps and other deleterious matter, 

dressing of sides and bottom and backfilling 

with approved material with all leads and lifts 

etc. complete. 

BR-3 

a,b.c.d 

102 

to 

103 

1) Payment shall be done on level basis only. 

2) Work should be done as per directions of Engineer in charge. 

Item No.2 :- Earthwork in excavation for 

foundation of structures of Major bridge in 

hard rock requiring blasting as per drawing 

and technical specifications, including setting 

out, construction of shoring and bracing, 

removal of stumps and other deleterious 

matter, dressing of sides and bottom and 

backfilling with approval material etc. with all 


BR-3 

e.f.g 

102 

to 

103 

1) Payment shall be done on level basis only. 

2) Work should be done as per directions of Engineer in charge. 


154 

Dy.E.E. 

Item of work 




book 


Sp.No. 

Page No 

1 2 3 4 

Item No.3 :- Dewatering for Abutment and Pier 

including diversion of stream, providing 

cofferdam, bunds etc. as may be necessary 

for foundation and other parts of work and 

bailing out and pumping out water below the 

actual initial natural water level for start of 

that particular component till completion of 

bridge. etc. complete. 

BR-4 103 

to 

105 

As directed by Engineer in charge. 

A) For Abutment in other soil 

B) For pier in other soil 

Item No.4:- Providing and fixing steel anchor 

dowel bars at the base of the foundation 

including drilling holes upto 0.90 meter depth 

in rock placing the dowel in position and 

effectively grouting the hole (25 milimeter 

diameter anchor steel rod of 3.00 meter 

length) etc. complete. 

-- -- As directed by Engineer in charge. 


155 

Dy.E.E. 

Item of work 




book 


Sp.No. 

Page No 

1 2 3 4 

Item No.5 : - Providing and laying in situ M-15 

cement concrete of trap metal 

mechanically mixed, placed in foundation 

and compacted by vibration including 

necessary bailing out water, curing (without 

plywood/steel formwork, centering and 

excluding dewatering by pump) etc. with all 


BR-5 105 to 107 1) Grade of concrete shall be M-15 instead of 1:3:6 

B-7 38 to 40 

(except for Mix 

proportions) Mix 

proportions shall 

be as per mix 

design. 

2) Necessary concrete mix design of grade M-15 shall be carried out 

as per IS: 456-2000 with minimum cement content as per IRC-21-2000. 

3) The cement consumption considered for this item is 313.50 kg/m3 of 

concrete. For variation in cement consumption due to mix design sub 

para 7 of B -7 of specification shall be applicable. 

4) For concreting work , use of blended cement may be made , 

confirming to IS 1489 ( Part 1 ) after confirmation of due tests. 

5) The minimum curing period shall be as per IS 456:2000. 

6) Wooden centering / shuttering is not allowed . 

7) Testing of materials type and frequency shall be as per Annexture A 

and B attached seperately 

8) Concrete surface immediately after finishing shall be covered with 

L.D.P.E. film and water curing shall be started after final setting of 

concrete. 


156 

Dy.E.E. 

Item of work 




book 


Sp.No. 

Page No 

1 2 3 4 

Item No.6 : - Providing and laying in situ 

Reinforced cement concrete M-30 of trap 

metal mechanically mixed, placed in 

foundation footing and compacted by 

vibration including necessary bailing out 

water, curing (including plywood/steel 

formwork, centering and excluding 

dewatering by pump) etc. with all leads and 

lifts etc. complete. 

BR-5 105 to 107 

B-7 38 to 40 




be as per mix 

design. 

1) Grade of concrete shall be M-30 instead of 1:2:4 

2) Necessary concrete mix design of grade M-30 shall be carried out as per 

IS: 456-2000 with minimum cement content as per IRC-21-2000. 

3) The cement consumption considered for this item is 400 kg/m3 of 

concrete. For variation in cement consumption due to mix design sub para 7 

of B -7 of specification shall be applicable. 

4) Use of admixture in appropriate quantity shall be permitted , however no 

extra payment will be made on that account. 

5) Mix design shall be done from Govt. Laboratory and approved by 


6) Mix design shall be redone whenever there is change in source of quarry 

materials or after every months whichever is earlier. 

7) For all R.C.C. and concreting work , use of blended cement may be 

made , confirming to IS 1489 ( Part 1 ) after confirmation of due tests. 



10) Testing of materials type and frequency shall be as per Annexture A and 

B attached seperately 

11) Only plastic coated G.I. wires be used as binding wires. 



concrete. 


157 

Dy.E.E. 

Item of work 




book 


Sp.No. 

Page No 

1 2 3 4 

Item No.7:- Providing and laying in situ M-25 

plain cement concrete of trap metal for cast 

in situ abutment, returns, wings etc. Including 

provision of "V" shaped false joints to form 

suitable panels on the faces to approved 

design with compacting by vibrating and 

curing complete, including plywood/steel 

formwork centering (excluding dewatering by 

means of pump) and including bailing out 

water and curing finishing in cement mortar 

1:3 etc. complete. as directed by Engineer in 

charge. 

BR-27 127 to 129 

B-7 38 to 40 




be as per mix 

design. 






















concrete. 


158 

Dy.E.E. 

Item of work 




book 


Sp.No. 

Page No 

1 2 3 4 

Item No.8:- Providing and laying in situ 

Reinforced Cement Concrete M-30 of trap 

metal for cast in situ piers etc. Including 

provision of "V" shaped false joints to form 

suitable panels on the faces to approved 

design with compacting by vibrating and 

curing complete, including plywood/steel 

formwork centering (excluding dewatering by 

means of pump) and including bailing out 

water and curing finishing in cement mortar 

1:3 etc. complete. as directed by Engineer in 

charge. 

BR-27 127 to 129 

B-7 38 to 40 




be as per mix 

design. 






















concrete. 


159 

Dy.E.E. 

Item of work 




book 


Sp.No. 

Page No 

1 2 3 4 

Item No.9 :- Providing and laying in situ 

controlled reinforced cement concrete M-30 

of trap metal with all leads and lifts for 

reinforced cement concrete caps over piers 

and abutments including necessary 

scaffolding, plywood/steel formwork, 

compaction by vibrating, finishing in cement 

mortar 1:3, curing etc complete. (excluding 

reinforcement). 

BR-29 129 to 130 

B-7 38 to 40 




be as per mix 

design. 






















concrete 


160 

Dy.E.E. 

Item of work 




book 


Sp.No. 

Page No 

1 2 3 4 

Item No.10 :-Providing and laying in Situ M-30 

cement concrete of trap metal with all leads 

and lifts for Reinforced Cement Concrete 

work including ramming, vibrating, finishing in 

cement mortar 1:3 and curing complete for 

main/cross girder diaphragms arch etc. 

including plywood/steel formwork, centering 

and finishing in cement plaster etc. 

complete. (excluding reinforcement) 

BR-38 135 to 137 

B-7 38 to 40 




be as per mix 

design. 






















concrete 


161 

Dy.E.E. 

Item of work 




book 


Sp.No. 

Page No 

1 2 3 4 

Item No.11 :-Providing and laying in situ 

cement concrete M-30 of trap metal with all 

leads and lifts for Reinforced Cement 

Concrete work of ballast walls, kerbs, box 

returns etc. including scaffolding, centering 

plywood/steel formwork, compaction 

finishing in cement mortar 1:3 and curing etc. 

complete. (excluding reinforcement) 

BR-50 143 to 144 

B-7 38 to 40 




be as per mix 

design. 






















concrete 


162 

Dy.E.E. 

Item of work 




book 


Sp.No. 

Page No 

1 2 3 4 

Item No.12 :- Providing and cutting, bending, 

hooking, laying in position and tying Thermo 

Mechanically Treated steel bars for 

reinforcement as per detailed drawings for all 

R.C.C. Work etc. complete. 

BR-35 134 (1) The measurement and payment shall be made based on weight of steel 

actually used for work under particular item of reinforcement. 

(2) Read T.M.T. steel in place of H.Y.S.D. steel. 

(3) The binding of reinforcing shall be as per the design schedules and 

drawings. 

(4) The detailing of reinforcement shall be done as per the relevant IS code 

or as directed by Engineer-in-charge. 

(5) Binding wires of galvanized iron duely plastic coated shall be used at no 

extra cost to Government. 

(6) The steel shall be tested and confirm to relevant IS code / specification. 

(7) The bar bending schedule shall be submitted and got approved from the 

Engineer - in - Charge. 

(8) Bar bending and cutting machine shall be used. 

Item No.13 :- Providing strip seal type 

Elastomeric expansion joint as per detailed 

drawing as per MORT & H specification etc. 

complete. 

MORT & H 

Section 2607 

625 

to 

629 

As directed by Engineer in charge and as per detailed drawing. 


163 

Dy.E.E. 

Item of work 




book 


Sp.No. 

Page No 

1 2 3 4 

Item No.14 :- Providing and laying weep 

holes of 100 milimeter diameter, AC/PVC 

pipes as per drawing for abutment, returns, 

return walls etc. including cutting and placing 

in proper slope etc. complete 

MORTH 

clause 

2706 and 

2200 

595 As directed by Engineer in charge. 

Item No 15:- Providing and fixing galvanised 

iron 100 milimeter diameter water spouts 

(length of water spout 600 milimeter) 

including Mild Steel plate, grill 6milimeter thick 

suitably cut and welded on Galvanised Iron 

pipe as per detailed drawing etc. complete. 

BR-48 

BR-55 

142 

150 

As directed by Engineer in charge and as per detailed drawing. 


164 

Dy.E.E. 

Item of work 




book 


Sp.No. 

Page No 

1 2 3 4 

Item No.16 :-Providing Reinforced cement BR-51 

concrete M-30 parapet for major bridge with 

cement concrete of trap metal with all lead 

B-7 



and lifts with cast in situ precast panels as per 


detailed drawing including reinforcement, 

be as per mix 

scaffolding, centering, formwork, 

design. 

compacting, finishing and curing etc. 

complete. {Sanchi Type} 

144 

38 to 40 






















concrete 


165 

Dy.E.E. 

Item of work 




book 


Sp.No. 

Page No 

1 2 3 4 

Item No.17 :- Providing trap rubble filling 

behind the abutments, returns or wings etc. 

complete. 

BR-57 151 As directed by Engineer in charge. 

Item No.18 :- Providing and laying in position 

90 centimetre thick flexible rubble mat as per 

detailed drawing including laying and 

compaction and consolidation 15 centimeter 

to 23 centimeter soling, consolidation of 60 

milimeter size metal layer in two layers and 

compaction of 10 centimeter layers in single 

layer with watering etc. including all lead etc. 

complete. 

--- --- As directed by Engineer in charge. 

Item No.19:- Providing and fixing 25 milimeter 

thick marble tablet of size and description as 

per detailed drawings including moulded 

marble 1:2 cement mortar border etc. 

complete. 

BR-56 150 Size of tablet design and wording to be grooved on tablet should be got 

approved form the Engineer-in-charge. 


166 

Dy.E.E. 

Item of work 




book 


Sp.No. 

Page No 

1 2 3 4 

Item No.20 :-Providing and laying in situ 

cement concrete M-15 of trap metal for 

annular filling around abutment, pier for 

foundation including necessary bailing out 

water, compacting, curing etc. with all leads 

and lifts etc. complete. (excluding 

dewatering by means of pump and 

formwork) 

BR-5 105 to 106 

B-7 38 to 40 




be as per mix 

design. 




3) The cement consumption considered for this item is 313.50 kg/m3 of 



4) For concreting work , use of blended cement may be made , confirming 

to IS 1489 ( Part 1 ) after confirmation of due tests. 



7) Testing of materials type and frequency shall be as per Annexture A and B 

attached seperately 

8) Concrete surface immediately after finishing shall be covered with L.D.P.E. 

film and water curing shall be started after final setting of concrete. 

Item No.21 :- Providing and fixing in position 

Neoprene bearing as per standard 

specificatioins etc. complete. (As per IRC-83 

Part II) 

--- --- As directed by Engineer in charge and as per standard specifications. 


167 

Dy.E.E. 

Item of work 




book 


Sp.No. 

Page No 

1 2 3 4 

Item No.22 :- Providing and applying 

Bituminous macadam with 40-60 TPH hot mix 

plant producing an average output of 37 

tonnes per hour using crushed aggregates of 

specified grading permixed with bituminous 

binder, at the rate of 3.30% by weight of total 

mix, Grading I (40 milimeter Nominal Size) 

transported to site, laid over a previously 

prepared surface with paver finisher to 

required grade, level and alignment rolled by 

vibratory roller and static roller to achive the 

desired compaction, grading (using 60/70 

grade of bitumen) including providing and 

applying tack coat of bitumen at the rate of 

50 kilogramme per 100 square metre by 

mechanical sprayer on prepared Black 

Topped surface with all leads and lifts etc. 

complete. (On Bridge Portion) 

MORT & H 

Cl. 501.06 

& 501.7 

Cl.503 

Cl.504 

143 

to 

144 

157 to 

160 

160 to 

163 

Grade of asphalt for carpet mixing shall be 60/70. And for tack coat shall be 

60/70. 


168 

Dy.E.E. 

Item of work 




book 


Sp.No. 

Page No 

1 2 3 4 

Item No.23 :- Providing and laying Bituminous 

concrete 25 milimeter thick on prapered 

surface with 40-60 TPH batch type HMP 

producing on average output of 75 tonne per 

hour using crushed aggregates of specified 

grading permix with bituminius binder at 

5.00% of mix and filler transporting the hotmix 

to work site laying with hydraulic paver 

finisher with sensor controlled to required 

grade level and alignment rolling with smooth 

wheeled vibratory and tandem roller to 

achive a desired compaction as per MORT & 

H specifications Clause 509 complete in all 

respect. (Including tack coat of emulsion 

bitumen 2.5 kg/per 10 square meter) 

MORT &H 

Clause No. 

509 

-- As directed by Engineer in charge. 

Item No.24 :- Supplying 60 milimeter trap 

stone metal at the road side with all leads 

and lifts including conveying and stacking 

etc. complete. 

Rd. 20 200 Rubble shall be used only after testing of quality & approval from Engineer in 

charge. 


169 

Dy.E.E. 

Item of work 




book 


Sp.No. 

Page No 

1 2 3 4 

Item No.25 :- Supplying soft murum at the 

road side with all leads and lifts including 

conveying and stacking etc. complete. 

Rd-24 202 

to 

203 

As directed by Engineer in charge. 

Item No.26:- Spreading 60 milimeter trap 

oversize metal including sectioning with all 


Rd-29 

Rd 34 

205 to 206 

208 to 209 

210 

Work shall be done as per directions of Engineer in charge. 

Item No. 27 :- Spreading hard murum/soft 

murum and stone dust over the rubble soling 

oversize and size metal layer / blindage on 

the W.B.M. surface and for side width with all 

leads and lifts etc. complete as directed. 

Rd-31 

Rd-36 

Rd-39 

206, 209, 

210 

Work shall be done as per directions of Engineer in charge. 

Item No. 28 :- Compacting the 60 milimeter 

oversize trap metal (200 mm loose) layer 2.00 

to 7.00 metre wide with static roller including 

necessary labour materials and artificial 

watering etc. complete. 

Rd.32 207 1) Work shall be done as per directions of Engineer in charge. 


170 

Dy.E.E. 

Item of work 




book 


Sp.No. 

Page No 

1 2 3 4 

Item No. 29 :- Providing eartwork in 

embankment with approved materials 

obtained from private land including all lifts 

and 50 metre lead laying in layers of 20 to 30 

centimeter thickness, breaking clods, dressing 

to the required lines, curves, grade and 

section with normal watering and 

compaction with power roller etc. complete. 

Rd-12 190 1) Work shall be executed as per instruction of Engineer in charge. 

2) Payment of this item shall be done on level basis only. 

Item No. 30 :- Compacting the hard murum 

upto 2.00 metre width (200 mm loose) with 

static roller including artificial watering etc. 

complete. 

Rd.38 211 Work shall be done as per directions of Engineer in charge. 

The contract rate shall be one square metre basis instead of one kilometer 

as mentioned in the specification. 

Item No.31 :-Providing and laying cement 

concrete pipes of I.S. 458 - 1988 of 900 

milimeter diameter NP-II class in proper line, 

level and slope including providing, fixing 

creadles, curing etc. complete. 

Cd-7 162 

to 

163 

i) The pipe shall be laid as mentioned in specification. 

ii ) Proper sequence of both earthwork and pipe laying shall be maintained. 

iii ) Due care shall be taken while compacting soil so that pipe shall not be 

damaged. 

Item No.32 :- Providing dry rubble stone 

pitching 23 centimeter thick as directed etc. 

complete. 

Rd-73 251 As directed by Engineer in charge. 


171 

Dy.E.E. 

Item of work 




book 


Sp.No. 

Page No 

1 2 3 4 

Item No. 33 :- Providing and fixing Road 

junction/ information sign board of size 180 

centimetre x 120 centimetre Prepared on 14 

gauge Mild Steel sheet with angle iron frame 

of size 35 x 35 x 3 milimetre with cross bracing 

of size 25 x 25 x 3 milimetre including painting 

with one coat of zinc chromate stoving 

primer and two coats each of Green/White 

back ground and back side gray stove 

enamelled bonded with Red/white Retroreflective 

sheet engineering grade border/ 

letters/ Numerals/ arrows/ coated with non 

peelable crystal clear protective transparent 

coat retaining 100 percent reflection 

including two angle iron post of size 50 x 50 x 5 

milimetre of 3.65 metre long inflated at 

bottom drilled on top with two nos. angle iron 

cross bracing for vertical angle post of size 50 

x 50 x 5 milimetre of 2.35 mts. long and 

painted in white and black bands of 25 

centimetre of size 10 milimetre long sheet and 

angle iron post in one piece without joints 

and fixing in ground with cement concrete 

1:4:8 block of size 60cm x 60cm x 75cm as 

directed by Engineer-in-charge etc. 

MORT & H 

Cl. 803 

320 to 

326 

IRC 67-1977 as instruction by Engineer-in-charge. 


172 

Dy.E.E. 

Item of work 




book 


Sp.No. 

Page No 

1 2 3 4 

BLANK PAGE 


173 

Dy.E.E. 

GUARANTEE BOND FOR SECURITY DEPOSIT 

( ON STAMP PAPER WORTH RUPEES 100 / - ) 

In consideration of the Governor of Maharashtra ( herein after referred to as “ the 

Government “ ) having agreed to exempt ___________________________________ 

( herein after referred to as “ the contractor “ ) from depositing with the Government 

in cash the sum of Rs. _________ ( Rupees __________________________________ 

____________________ only. ) being the amount of security deposit payable by the 

Contractor to the Government under the terms and conditions of the agreement dated 

the __________ day of __________ 20__ and made between the Government on the 

one part, and the Contractor of the other part ( hereinafter referred to as “ the said 

Agreement “ ) for _________ as security for due observance and performance by the 

Contractor of the terms and conditions of the said agreement, on the contractor 

furnishing to the Government a Guarantee in the prescribed form of a Schedule bank 

in India being in fact those presents in the like sum of Rs.____________________ 

(Rs. ____________________________________________________________ only.) 

We ______________________________BANK / LIMITED registered in India under 

____________Act and having one of our Local Head office at __________ do 

hereby. 

1. GUARANTEE TO THE GOVERNMENT : 

(a) 

(b) 

Due performance and observance by the Contractor of the terms, covenants and 

conditions on the part of the contractor contained in the said Agreement and 

Due and punctual payment by the Contractor to the Government of all sums of 

money, losses, damages, costs, charges, penalties and expenses payable to the 

Government by the contractor under or in respect of the said Agreement. 

2. Undertake to pay to the Government on demand and without demur and 

notwithstanding any dispute or disputes raised by the Contractor(s) in any suit or 

proceeding filed in any Court of Tribunal relating there to the said sum of Rs. ______ 

( Rupees _____________________________________________________________ 

__________________________ only. ) or such less sum may be demanded by the 

Government from us, our liability hereunder being absolute and unequivocal and 

agree that. 


174 

Dy.E.E. 

3.(a) 

(b) 

The guarantee herein contained shall remain in full force and effect during the 

subsistence of the said Agreement and that the same will continue to be enforceable 

till all the dues of the Government under or by virtue of the said Agreement have been 

duly paid and its claims satisfied or discharged and till the Government certifies that 

the terms and conditions of the said Agreement have been fully and properly carried 

out by the Contractor. 

We shall not be discharged or released from liability under this Guarantee by reasons 

of 

(i) Any change in the constitution of the Bank of the Contractor; or 

(ii) Any agreement entered into between the Government and the Contractor with or 

without our consent . 

(iii) Any forbearance or indulgence shown to the Contractor ; 

(iv) Any variations in the terms, convenants or conditions contained in the said 

Agreement. 

(v) Any time given to the Contractor, or ; 

(vi) Any other conditions or circumstances under which, in law, a surety would be 

discharged. 

(c) 

(d) 

Our liability herein under shall be joint and several with that of the Contractor as if we 

were the principal debtors in respect of the said sum of Rs. ________________ 

(Rupees _____________________________________ only.) and 

We shall not revoke this guarantee during its currency except with the previous 

consent in writing of the Government. 

IN WITNESS WHERE OF THE common seal of ____________________ has 

been herein affixed this __________ day of __________ 20__. The common seal of 

__________________ was pursuant to the resolution of the Board of Directors of the 

company dated the __________ day of __________ 20__. herein affixed in the 

presence of __________ who, in token thereof, have hereto set their respective hands 

in the presence of . 

(1) __________________________ 

(2) __________________________ 


175 

Dy.E.E. 

Annexure 'A' 

QUALITY CONTROL TESTS 


Sr.No. Material Test 

1 Masonry Stone i) Compressive Strength. 

ii) Crushing Value. 

2 Metal i) Crushing value. 

ii) Impact value. 

iii) Abrasion value. 

iv) Water Absorption. 

v) Flakiness & Elongation Index 

vi) Gradation 

3 Bricks i) Crushing Strength. 

ii) Water Absorption. 

4 Mangalore Tiles i) Breaking load. 

ii) Water Absorption. 

5 Flooring Tiles i) Flexural strength 

ii) Water Absorption 

6 Glazed Tiles i) Water Absorption 

7 Cement i) Compressive Strength 

ii) Initial setting time. 

iii) Final setting time. 

iv) Specific Gravity 

v) Soundness 

vi) Fineness 

vii) Std. Consistency 

8 Steel i) Weight per meter. 

ii) Ultimate Tensile stress. 

iii) Yield stress 

iv) Elongation 

9 Granular i) Density of compacted layer. 

ii) C.B.R. 

10 Lime/ Cement stabilized soil sub base i) Quality of Lime/Cement 

ii) Degree of pulverization 

iii) Lime/Cement content 

iv) CBR or unconfined Compressive strength 

test on a set of 3 Specimens. 

v) Density of compacted layer. 

11 Water Bound Macadam i) Aggregate impact value 

ii) Flakiness Index & Elongation index 

12 Wet mix Macadam i) Impact value 

ii) Flakiness index & Elongation index 

iii) Density of compacted layer 

13 Prime coat/ tack coat/ Fog spray i) Quality of Binder 

14 Seal Coat/ Surface Dressing i) Quality of Binder 

ii) Impact value/ Los Angle's Abrasion value 

iii) Flakiness & Elongation Index 


15 Murum i) Optimum Dry Density 

ii) C.B.R. 

iii) Liquid & Plastic Limit/Plasticity Index 

iv) Filed Density 100% P.D. 

v) Filed Moisture Content 


176 

Dy.E.E. 

Sr.No. Material Test 

16 Open graded premix surfacing/ Close 

graded premix surfacing. 

i) Quality of Binder 

ii) Impact/ Abrasion value 


iv) Water Absorption 

17 Bituminous Macadam i) Quality of Binder 

ii) Impact/Abrasion value. 



v) Density of compacted layer 

18 Bituminous Penetration Macadam, Built 

up spray Grout. 

19 Dense Bituminous 

Macadam/ Semi dense 

Bituminous concretes/ 

Bituminous concrete 


ii) Impact/Abrasion value. 




ii) Impact/Abrasion value 



20 Mastic Asphalt i) Quality of Binder 

ii) Impact/ Abrasion value. 



21 Slurry Seal i) Quality of Binder 

22 Modified Binder i) Softening point 

ii) Penetration at 25 0 C & 4 0 C 

iii) Elastic Recovery 

iv) Ductility 

v) Flash point 

vi) Viscosity 

vii) Thin film over test, penetration, 

softening point, Elastic Recovery of residue, 

loss on heating. 

23 Thermoplastic paint i) Glass beed contents and grading Analysis 

ii) Reflectance & Yellowness index 

iii) Flowability 

iv) Drying Time 

24 Interlocking concrete paving block i) Compressive Strength 

ii) Fexural Test 

iii) Resistance to wear 

25 Wood work (shutters) i) End immersion tests 

ii) Knife test 

iii) Glue adhesion test 

26 Cement Concrete i) Mix design 

27 Asphalt Concrete i) Job mix design with all tests on basic 

Material 

28 Reinforcement steel bars i) Tensile strength 

ii) % Elongation 

29 Sand i) Water Absorption & Specific Gravity 

ii) Fineness Modulus iii) Silt Content 

iv) Bulkage 

30 Water i) P.H. Value / For water 

ii) Chloride & Sulphate content 


177 

Dy.E.E. 

Annexure 'B' 

Construction Material Testing & its frequency 


Sr. Material Rate Frequency 

1 CEMENT 

1) Consistency 

2) Initial & Final Setting time 

3) Fineness 

4) Specific Gravity 

5) Soundness 

6) Compressive Strength 

Test per 50 M.t. above six tests 

shall be carried. 

2 METAL 

a 1) Sieve Analysis (Gradation) 

1 Test for every day work 

(Concrete work) 

2) Sieve Analysis Red Book 

1 Test per 100 m3 

Specification 

3) Sieve Analysis 


Granular Sub Base (N.H.Work) MOST 

b Water Absorption 1 Test per 200 m3 

c Impact (Concrete WBM/BT) 1 Test per 200 m3 

d Crushing 1 Test per for Each Source 

e Abrasion 1 Test per for Each Source 

f Flakiness & Elongation Index 1 Test per 200 m3 

g Plasticity Index for blindage used for 


WBM 

3 SAND 

1) Water Absorption & Specific Gravity 1 Test per for Each Source 

2) Fineness Modulus 1 Test per for Each day 

3) Slit Content 1 Test per for Each day work 

4) Bulkage 1 Test per for Each day work 

4 BRICKS 

1) Water Absorption 

2) Comp Strength 

3) Effloresce 

5 Flooring Tiles 

1) Flexural Strength 


3) Abrasion 

6 Manglore tiles 


2) Breaking Load 

For each 50000 Nos bricks Above 

three test are to be carried out 

For 2000 Nos of Tiles above three 

tests are to be carried out 

1 Test- 6 Tiles per 50000 Nos. 

2 Test- 6 Tiles per 50000 Nos. 

7 Glazed Tiles 

1) Water Absorption 1 Test- 6 Tiles per 2000 Nos. 

8 Concrete Mix Design 1 Concrete Mix Design for each 

Compressive strength C.C.Cubes for 

grade of concrete per every per hour 

Qty 

Qty. utpo 5 m3 

1 Set (3 Nos.) 

6-15 m3 2 Set (3 Nos) 


178 

Dy.E.E. 

16-30 m3 3 Set (3 Nos) 

31-50 m3 4 Set (3 Nos) 

Quantity above 51 m3 

4+1 additional set per 50 m3 

9 MURUM/ SOIL for earth work 

1) Optimum Dry Density 2 Test per 3000 m3 

2) C.B.R. 1 Test per 3000 m3 

3) Liquid & Plastic Limit/Plasticity 


Index 

4) Filed Density 100% P.D. 1 Test per 3000 m3 

5) Filed Moisture Content 1 Test per 3000 m3 

10 WOOD 

1) Moisture Content 1 test per Source 

2) Density 1 test per Source 

11 WATER 

1) P.H. Value/ For Water and Sand 1 test per Source 

2) Chloride & Sulphate content 2 test per Source 

12 Bituminous Mix 

1) Extraction Test 2- Test per day per plant 

2) Gradation 2- Test per day per plant 

Below test shall be taken before mixing 

3) Gradation 

4) Aggregate impact Value 

5) Flakiness Index & Elongation Index 

6) Water absorption One set of 3 sample for each source 

subsequently when source changes 

7) Marshall stability of Mix One set of 3 mould for each 400 

MT of mix per plant of Minimum 2 

sets per day per plant. 

8) Density of compacted layer 1 -test for 250 M2 

13 Bitumen 

For every lot (10 to 12 MT) below 5 test 

shall be taken 

1. Penetration 2 Test per lot of 10 to 12 MT 

2. Ductity 1 Test per lot of 10 to 12 MT 

3. Softening 1 Test per lot of 10 to 12 MT 

4. Viscosity 1 Test per lot of 10 to 12 MT 

5. Specific Gravity 1 Test per lot of 10 to 12 MT 

14 Job Mix Design 

DBM/SDBC/BC 

15 Steel 

1) Wt per meter 

2) Ultimate Tensile Stress 

3) Yield stress 

4) Elogation 

1 Job Mix Design per mix per work 

per plant for single source of supply 

One test for every 5.0 MT or parther 

of for each diameter 


179 

Dy.E.E. 

DECLARATION OF THE CONTRACTOR 

I/We hereby declare that I/we have made myself / ourselves thoroughly 

conversant with the local conditions regarding all materials and labour of which 

I/we have based my/our rates for this tender. The specifications, and lead of 

materials on this work have been carefully studied and understood by me/us 

before submitting this tender. I/we undertake to use only the best materials 

approved by the Executive Engineer, Chiplun Public Works Division, 

Chiplun or his duly authorised representative before starting the work and to 

abide by his decision. 

I/We hereby undertake to pay the labourers engaged on the work as per 

minimum wages Act 1948 applicable to the Zone concerned. 

Signature of Contractor 


180 

Dy.E.E. 

BLANK PAGE 


181 

Dy.E.E. 

NAME OF WORK :- CONSTRUCTION OF MAJOR BRIDGE CONNECTING DAHIVALI TO SAWARDA RAILWAYSTATION ON KAPASHI RIVER ON VR-113 AT 

KM. 0/950 IN TALUKA CHIPLUN DISTRICT RATNAGIRI. (UNDER NABARD RIDF-XVIII) 

Foundation 

SubStructure 

Superstructure 

Fixed Items 

B.M. & B.C. 

BAR CHART 

Earthwork 

W.B.M. 

Misc. Items. & 

Murum shoulder 

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 

Time in months 


182 

Dy.E.E. 

BLANK PAGE 


183 

Dy.E.E. 

D R A W I N G S 

CONTRACT DRAWINGS :- 

The Contract Drawings provided for tendering purpose with the tender 

documents shall be used as a reference only. Contractor should visualize the 

nature and type of work contemplated and to ensure that the rates and prices 

quoted by him in the bill of quantities take due consideration of the 

complexities of work involved during actual execution / construction as 

experienced contractors in the field. 

The tendered rates / prices for the work shall be deemed to include the 

cost of preparation, supply and delivery of all necessary drawings, prints, 

tracings and negatives which the contractor is required to provide in 

accordance with the contract. 

DOCUMENTATION : 

If so ordered by the Engineer-in-charge, the contractor will prepare 

drawings of the work as constructed and will supply original and three copies 

to the Engineer who will verify and certify these drawings. 

Final as constructed drawings shall then be prepared by the contractor 

and applied in triplicate along with a micro-film of the same to Engineer for 

record and reference purpose at the contractors cost. 


184 

Dy.E.E. 

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